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HomeMy WebLinkAboutDrainage Reports - 08/29/20001 1 lAOPERTY of iJ6I xaReport . FORT WI.LINS UTILtTtF.B ate 1 1 1 Addendum No. Ito the Drainage and Erosion 1 Control Report for the Hewlett-Packard Company Building 5, 1 Northeast Parking p Lot Expansion 1 1 Fort Collins, Colorado 1 1 1 August 25, 2000 1 1 1 1 MOOOSEAR-BROWN 1 ' SEAR BROWN 1 1 Mr. Donnie Dustin ' City of Fort Collins Water Utilities --Storm Water 700 Wood Street ' Fort Collins, Colorado 80521 1 t 1 1 ARCHITECTURE 209 South Meldrum ENGINEERING Fort Collins,CO 80521-2603 PLANNING 970.482.5922 phone CONSTRUCTION 970A82.6368 fax www.searbrown.com August 25, 2000 RE: Addendum No. 1 to the Drainage and Erosion Control Report for the Hewlett-Packard Company, Building 5 Mr. Dustin: We are pleased to submit to you, for your review and approval, this addendum to the Drainage and Erosion Control Report for the Hewlett-Packard Company, Building 5. All computations within this report have been completed in compliance with the City of Fort Collins Storm Drainage Design Criteria. We appreciate your time and consideration in reviewing this submittal. Please call if you have any questions. Respectfully, The Sear -Brown Group Prepared by: 3 o L Oomix John Gooch, EIT Drainage Engineer cc: File 564-014 Reviewed by: Jim Allen -Morley, P.E. Project Manager 1 TABLE OF CONTENTS DESCRIPTION PAGE I. GENERAL LOCATION AND DESCRIPTION 4 A. Location 4 B. Description of Property 4 II. DRAINAGE BASINS 4 A. Major Basin Description 4 B. Sub -Basin Description 5 III. DRAINAGE DESIGN CRITERIA 5 A. Regulations 5 B. Development Criteria Reference and Constraints 5 C. Hydrologic Criteria 5 D. Hydraulic Criteria 6 E. Variances from Criteria 6 IV. DRAINAGE FACILITY DESIGN 6 A. General Concept 6 B. Specific Details 7 V. STORM WATER QUALITY 7 A. General Concept 7 VI. EROSION CONTROL 8 A. General Concept 8 VII. CONCLUSIONS 8 A. Compliance with Standards 8 B. Drainage Concepts 8 C. Storm Water Quality Concept 9 D. Erosion Control Concept 9 REFERENCE 10 APPENDIX 11 A: VICINITY MAP 12 B: RATIONAL METHOD HYDROLOGY 13 C: FLOWMASTER ANALYSIS 14 D: UD SEWER 15 E: LTD INLET 16 F: MASTER PLAN UPDATE 17 G: BOX CULVERT DETAILS 18 H: UTILITY PLANS 19 ' ADDENDUM NO. 1 TO THE DRAINAGE AND EROSION CONTROL REPORT FOR THE ' HEWLETT PACKARD COMPANY BUILDING 5, NORTHEAST PARKING LOT EXPANSION FORT COLLINS, COLORADO I. GENERAL LOCATION AND DESCRIPTION ' A. Location ' The Hewlett Packard site is a commercial development located in Southeast Fort Collins (see vicinity map in Appendix), North of Harmony Road and East of County ' Road 9 within the Southwest'/4 of Section 33, Township 7 North, Range 68 West of the 6' P.M., City of Fort Collins, Larimer County, Colorado. B. Description of Property The Hewlett-Packard Building 5, Northeast Parking Lot Expansion is North and East ' of the existing Fort Collins Hewlett-Packard office and industrial development and encompasses approximately 3.47 acres. The existing topography generally slopes from South to North at approximately 2 percent. Native grasses overlaying lean clay with sand or sandy lean clay cover the majority of the site, except for the existing ' gravel overflow parking lot located in the North and Northeast corner of the site. IH. DRAINAGE BASINS A. Major Basin Description The Hewlett-Packard site lies entirely within the Fox Meadows Drainage Basin which is approximately bounded by Horsetooth Road on the North, Harmony Road on the South, the Cache La Poudre River and I-25 on the East, and Lemay Avenue on the West. A Master Plan for the Fox Meadows Drainage Basin (Basin H) was ' prepared by Resource Consultants, Inc., in 1981. This area was studied again by Nolte and Associates in 1990 when a Master Drainage Plan was prepared for the Hewlett-Packard site. Nolte's Master Drainage Report did not alter any of the ' assumptions or conclusions, which were made in the Fox Meadows Master Drainage Plan. t As recommended in Nolte's Report, a regional drainage channel is designed to accept 100-year storm event flows from the developed site and the upstream basins from the West. The channel is located along the North side of the Hewlett-Packard site and ' discharges to the existing North detention pond. 11 I� u 7 The North detention pond discharges to a series of detention ponds to the South through a 30-inch diameter pipe. Nolte's report recommended that the 30-inch diameter outlet pipe for the North pond be enlarged to 48-inch diameter at the development of the entire Hewlett-Packard Site. This increased diameter is required to avoid surcharging the North detention pond, which would result in uncontrolled overland flow. It is not clear at which point in the development the outlet pipe should be enlarged. The upgrading of this outlet pipe is outside the scope of this project and is not being constructed at this time. B. Sub -Basin Description Please refer to the Detailed Hydraulic Study Regional Detention Facilities report (July 3, 2000), by Sear Brown. ' III. DRAINAGE DESIGN CRITERIA A. Regulations The City of Fort Collins Storm Drainage Design Criteria is being used for the subject ' site. Criteria established by the Fox Meadows Basin Drainage Master Plan will also be used. ' B. Development Criteria Reference and Constraints The addendum to the Drainage and Erosion Control Report for the Hewlett-Packard Building 5 site is in conformance with the Fox Meadows Drainage Basin Master Plan and the Hewlett-Packard Master Drainage Plan. ' C. Hydrological Criteria Previous SWMM modeling for the regional drainage channel and site detention requirements were updated to determine flow through the channel due to the addition of approximately 3.47 acres of hard area. It is important to note that the Northeast parking lot was designed under new rainfall criteria, whereas the original site was ' designed using old rainfall criteria. SWMM modeling for Basin 32 (Agilent site) was also run under the new rainfall criteria, as seen in Appendix F. As before, the new SWMM model was run using the 100-year storm event. The new model produced a flow of 302.9 cfs versus the previous 258.4 cfs. Details on how ' this flow was calculated as well as the release rate for the detention pond can be found in Appendix F. It is important to note that the 302.9 cfs flow accounts for flows from the existing on -site basins, newly proposed on -site basins, and also any off -site basins. The Rational Method was used to determine peak flows from the ., newly proposed basins using the 10-year and 100-year storm event intensities, 5 1 ' provided by the City of Fort Collins. Once obtained, these flows were then used to design the hydraulic structures and interior roadway drainage facilities of the parking lot, these being proposed inlets (inlets 1-6, 10). Inputting the results from the SWMM model and rational method into UD Sewer, the ' 302.9 cfs flow was used to size the box culvert, while the 100-year design flows at inlets 1-10 (1-6, 10 are proposed, 7-9 are existing), were used to determine the required pipe sizes to convey developed runoff to the box culvert. These calculations and criteria are included in Appendices B and D. D. Hydraulic Criteria ' All hydraulic calculations within this report have been prepared in accordance with the City of Fort Collins Drainage Criteria and are included in the Appendix. ' E. Variances from Criteria No variances are being sought for the proposed project site. ' IV. DRAINAGE FACILITY DESIGN ' A. 1 1 11 General Concept The existing drainage pattern for the site has changed. Runoff from the proposed site, which previously flowed to the Northeast and off -site, will now be delivered to a 4' x 10' concrete box culvert and conveyed Southeast to on -site detention in the North detention pond. The 4' x 10' culvert will replace the regional drainage channel for the span of the proposed parking lot (approximately 1254') to accommodate increased run-off flow. As before, all flows from the existing basins, excluding sub - basin 15, will be routed Northeasterly to the regional drainage charnel (at the West end) and the 4' x 10' box culvert (from the West to the East end) along the North perimeter of the Hewlett-Packard property (see sheet C3.2a). Sub -basin 15 will again discharge to the existing system to the South. Run-off produced by the existing parking lots around the building will surface flow to the North and East discharging through the existing Type R curb inlets into the 4' x 10' box culvert. The flows will then be conveyed to the Southeast, pass under the East access road and into the existing North detention pond. Run-off from the proposed parking lot will surface flow to the curb and gutter on the North and South sides of the proposed parking lot and discharge through Type R curb inlets into the 4' x 10' box culvert. These flows will also be conveyed to the Southeast and into the North detention pond. 0 L ' Run-off from the roof of Building 5, will be conveyed to the 4' x 10' box culvert via the existing 24" RCP (see sheet C3.2). The 24" RCP will be tied into the box culvert. The Western portion of the site will remain undeveloped except for a temporary ' circulation road. This area will generally flow overland to the regional drainage channel. ' B. Specific Details As noted above, the existing drainage pattern has been changed. The installation of ' 1,254 feet of 4'x 10' box culvert, with wing wall entrance and exit, will replace the natural drainage channel and convey run-off Southeasterly under the proposed parking lot and into the North detention pond. The existing Type R inlets, which formerly discharged run-off from the existing parking lots on the North side of the Building into the regional drainage channel, will tie-in to the 4' x 10' culvert (see detail in Appendix G). It is important to note that based on LTD Sewer results, the existing 15" storm pipe at Inlet 8, should be torn out and replaced with 18" RCP to provide necessary conveyance of storm water to the 4' x 10' culvert. The proposed parking lot will be crowned to minimize fill and convey water to the curb and gutter on the North and South sides of the parking lot. Curb chases will allow water to flow to the Southeast and into the 3 sump inlets (Inlets 1,3,5) on the ' North side and 3 sump inlets (Inlets 2,4,6) on the South side of the parking lot. These inlets will tie-in to the 4' x 10' culvert. The flows from these inlets will combine with flows from the existing inlets (Inlets 7,8,9) and flow Southeasterly to the North detention pond via the 4' x 10' box culvert. Due to undetained run-off eroding the embankment (adjacent to the existing 72" ' HERCP) on the South side of the entrance into the existing overflow gravel parking lot, a 6' concrete cross -pan will be installed to convey water across the entrance (Southeasterly) and into proposed inlet 10. Likewise, any run-off flowing North in the curb and gutter, just South of the entrance, will enter the cross -pan at the entrance and fall into inlet 10 (see Drainage and Erosion Control Plan). Inlet 10 will discharge these flows into the North detention pond. V. STORM WATER QUALITY A. General Concept The grass -lined regional detention channel and grass -lined detention ponds will provide storm water quality. These grass -lined features will provide a mechanism 7 ' for pollutants to settle out of the storm water runoff before entering the Fossil Creek Reservoir Inlet Ditch or downstream storm drainage facilities. VI. EROSION CONTROL A. General Concept This development lies within the Moderate Rainfall Erodibility Zone and the Moderate Wind Erodibility Zone per the City of Fort Collins zone maps. The potential exists for erosion problems after completion of the improvements, due to 1 some existing and proposed site slopes of greater than 2 percent. It is also anticipated that the project site improvements will be subject to both wind and rainfall erosion before new vegetation can take hold or before the project is completed. ' B. Specific Details With this project being installed in 3 separate phases, it will be necessary that any disturbed areas not built on within one growing season be seeded. After seedirig, a hay or straw mulch shall be applied over the seed at a minimum rate of 2 tons/acre, and the mulch shall be adequately anchored, tacked, or crimped into the soil. In the event a portion of the roadway pavement surface and utilities will not be constructed for an extended period of time, a temporary vegetation seed and mulch shall also be applied to the roadway areas as discussed above. A silt fence will also be installed around the site, as shown on the Drainage and Erosion Control sheet. All construction activities must also comply with the State of Colorado permitting process for Storm Water Discharges Associated with Construction Activity. A ' Colorado Department of Health NPDES permit will be required before any begin development. construction grading can with this VII. CONCLUSIONS ' A. Compliance with Standards All computations completed within this report are in compliance with the City of Fort Collins Erosion Control Reference Manual for Construction Sites and the Storm Drainage Design Criteria Manual. ' B. Drainage Concept The proposed drainage concepts adequately provide for transmission of developed onsite run-off to the existing and proposed drainage facilities at the Eastern edge of the subject site. The 100-yr run-off generated by development of the parking lot will 1 8 I be carried to the proposed storm drainage culvert and then to existing on -site detention ponds. The detention ponds will then discharge to the Fossil Creek ' Reservoir Inlet Ditch in accordance with the Fox Meadows Basin Drainage Master Plan. ' If for some unforeseen reason groundwater is encountered at the time of construction, a Colorado Department of Health Construction Dewatering Permit will be required. C. Storm Water Quality Concept Because storm water quality has become a requirement, the site has addressed this storm water aspect. The grass -lined regional drainage channel and existing detention ponds will provide a mechanism for water pollutants to filter out of the storm water runoff before entering the Fossil Creek Reservoir Inlet Ditch or downstream storm drainage facilities. D. Erosion Control Concept The proposed erosion control concepts adequately provide for the control of wind and rainfall erosion for the Hewlett-Packard Building 5, Northeast Parking Lot Expansion. Through the implementation of the proposed erosion control concepts, the City of Fort Collins performance standards will be met. The proposed erosion control concepts presented in this report and shown on the erosion control plan are in compliance with the City of Fort Collins erosion control criteria. F 1 1.. l 9 I REFERENCES - 1. Storm Drainage Design Criteria and Construction Standards, by the City of Fort Collins, Colorado, May 1984, interim revision January 1997. 2. Erosion Control Reference Manual for Construction Sites by the City of Fort Collins, Colorado, January 1991. 3. Fox Meadows Basin (Basin H) Drainage Master Plan, Fort Collins, Colorado, by Resource Consultants, Inc., February 25, 1981. 4. Master Drainage Report, Hewlett-Packard Site, Preston Kelly Subdivision, Fort Collins, Colorado, by Nolte and Associates, revised October 1990. 5. Overall Drainage Study for the NCR Site and Preliminary Drainage Study, First Phase NCR Site, Fort Collins, Colorado, by RBD, Inc., Engineering Consultants, May 2, 1994. 6. Detailed Hydraulic Study Regional Detention Facilities, Hewlett-Packard Company, Fort Collins, Colorado, by the Sear -Brown Group, April 24, 2000. 10 I ' APPENDIX I I I I I I I I I APPENDIX A 1 I VICINITY MAP 12 DRAKE RD. Y� a w J fn • HORSETOOTH RD. i a o a } a o � J y K U K z PROJECT a SITE z o w m z o Z F U HARMONY RD. rn y a o � } tot L o Z O o U VICINITY MAP N.T.S. I I I I I I I APPENDIX B RATIONAL METHOD HYDROLOGY 13 1 1 0 c Io X y W o -J V r d T Oa U H O t � o � 2 v Ld O saLo '-y m cts C N E Q O O U dv N U t0 Q 3 Z . . . . . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i a 0 y N . a � V _ E N 7 n m V M M N m CO to M N V r V M M N V N M CD M 0 1.- O N n O M V O V n n M w N O O O O O O .- � O � 1 O 1 '-• O O fM .- O � V n M 0 m, N M O to to N M V nU') n t0 O In N M m M m O M M m O M M n (0 n to O In M n V,, n m N cM O N m U) V cli O M N �7 V O M In n tp to V N M M O O '- M N N M It In M V to V 0M M T n .- In IO In m In N N N N N O O O O O 0 to to In In m m m m m O O O O O O QO N M le w I..Oa� co n co rn .- � .- r O a m m c 'm O In CD m m Y cc N a N 3 2 N w E O N C N N a m c N X N d L C d N N a d Ip th M C C � NLJ N m � C O O O m Z ti m 1 4 + O U� II II C\ r o II G m k' W 0 J rn C o a Q m R' O Z N O W LM U cn to O z v m4 G c0 U `m a 'n LL Tm Op w C) G 'L C F � U a Y U a 3 Y QM w cr J a C ry O O N V z E ui ui l-- rr cD r- lL �- C fD N � 0) N E N N )O v v to U v)p vvvvvv o 4— M M M M M M J v w w 2 F w J w a o rn cn rn )n )n cn o c o 0 0 0 U H J W m z w aaaaaa Qfoaaaa Cl- a 2 U 2 F- CS OOOcn)np Z N N V M M� w J E O N N N N N N w H 0 z of W W a O0000p >O p o o p p o 0 0 0 J N N N N N N co a H Z H 0 'T 0 0 0 (D 0 0 Z .... r0 0 (D c0 m to w J N N N N N N U M 00) M O?M O) 000poo Ia- 0 Z W U ry n m CDM CO N M CD � fD � Q Q O00000 m m V) to co W m m V c0r- OF aZ�< < -� m T co d m a N �6 LU o C9 N 11 7 U C U N O J > 06 O N d� ay �a n C J Wa U � L "a (1) n d0a z m 6) O z i-- c 0 N N X 0 J 0 a Q E N a o Z N o w °� ? U W h o O,a c c0 U co to lL a 7 OOao W O F E O U a Y co Q. b N 3 2 Y QM U W J Q C N s O O c n N V Z E " ui Lo co co ui co LL E cV CV J LLI >v W 2 H W J (L c 0 10 In U) t0 10 666666 woe m F- J W m Z w ¢Q¢¢aa aCOaaa(Laa x U 2 ~ n 000u)cno Z cV N7MM V W s c O w O g LU O O O O O O > O o co O J N N N N N N a H Z x F z Z ccoo M M M M M w J U M N N N N N N Q 1 Q) 0 C) O l T 0 0 0 0 o 0 n � M M CO F.UO..N OQ N M (O to n O O O O O O Z Q m m N Z N Q Z� Qa ¢¢Qacnconaorn�����cO�� m , 2� C N v; m OU (U(p U N C O Co J > oil O a)w � N N N _a 11 C J c d m L � U N N co co a aNi u ��a 0- m N O Z R ZL ti I I a' € y ,s�5" h i _ 1 aom C V 4 1 1 � ma o�Y9 LL all LL n`mmmmmm c o K c000 `NmmNN N g000coc s N tiimmmmmm3333333333333 U .. N NrvNryNQQQQQQQ¢Q6Q¢¢ « « 333z Q6000 33333. 0�.�8888888588888888888. mp ..0000c00000c00000doo 8888 ococ 88888 0000d c'' ryHyrigry7 WY9 7'^RR =RR�ry s . qq yy��QQpp pppp ppppoopp ry M m N ry m Q m O m O m N 0 pp8. 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OOGD000 0000 0 pp ° aannan anaa u F c e 44 goo o o o0 do666d o000 oe�"� � oon.-rye NNM11�mM1 onnm YIM1hM1 o ma �aaa C o0 q a`�`�aaammM1mm? « �3m�m m0=mom m aaQa N mm� Q m VmVB�p mg ]oij SF e a .Y N m n m� e$ 6 N IO d m Joni N JNIn+1m CWJY� a 6 V C S YLL2 m m m mt m m �°d erom mmmm K mm p N1mm Q �nN��O zl v N p „ r a 2L�oda000zz333z333'z33'z mmmmmmagaaa¢aaa aaaa aaaa aaaa¢ 3333 33z'z3 0 c "'oo 0000 00000000000000 0000 00000 00o o o o o 0 o o o 00 m 0 o 000o mW0 O O O O O O O O O O G G O G C O G 0 O � o o p W m W mn_O O N O N O d m NfJO�Nm n mCmJM O`er V)O� LLO, Nmroml41tim�m W mNC7�pN •� m O N O d^ m N o P m N m m m N fp n (p m m MACN O` N m my 66 m m 7 m W m 4,6 m m( ��� mN � N2WW�^'!mm p WWm� _2 y Oj Oj Oi Oi Oi � �00000 0000 U rnmmwma rnarnm c ococc c000 ]• ` p m W oO Sb6 NOmNm E N N 66 Vi 61 u > c o 0 0 0 0 o O m n d F E ccc000 o�i �� .8 ^ mmmm m N N N N e 6 m mmmm N F 3%000000 d d d d 0000 �;4 aaaana aaaa � e J y E 0 0 m 7 N P O m m m vi ui Iriroui vi Wow o WQ Pm m • P N m � � m `a aaQ mm� a m Wo o�H'dmnm�ao�Nm $a �md^. IIa159 E 0 Cq L I / ) §/o a /00 „ aSM® mk§/§:• / 7 f§\§ k»;»S0 *§§§)S• • )§)§ ! ac *§§§]S- ® doo ! ac )) { { r r r r C O W O -J 1 C1 4 m m C ' 2 a vi q ao cm m r C G E 0 U v a" ■ u N c ' � A '0 n U y U N O U C r -- E j U 1 r 0 3 e m L O O O N O O O N O 0 0 O N m N. O G OO OOONO00 O "� (np N O O Q O O� O ON o N O a a O O tND O Y � a �ou�i000000o O � � cv'o 'moo M Y O �o�000u�i000 wo O m mr`o Nj0 0000 V O00 � N O y Y � N OO N000 0000 O 1° 0t00 � O N G G C G O O C G O n N O p pp q o ia000 o a o Y oofJ � O 1° w r,O C N O OGO a{ 000 � N O y0. nva NYova cx �° m aid°D maa Oa w E m 9�m aQ c_8 °oU20:2m m d0coNp @a 0 a� .E p _O o c LL U m m a L n ~ a K c U m c c n 02 O> taR0 Tim �0 o L n j c U o `0 t U I APPENDIX C FLOWMASTER ANALYSIS FOR UD SEWER TAILWATER 14 HP Parking Lot: 4' x 10' Box Culvert ' Worksheet for Rectangular Channel l ' Project Description Project File c:\haestad\fmw\projectl.fm2 Worksheet HP Parking Lot Box Culvert ' Flow Element Rectangular Channel Method Manning's Formula Solve For Channel Depth 1 1 1 [] 1 1 1 Input Data Mannings Coefficient 0.013 Channel Slope 0.004000 ft/ft Bottom Width 10.00 ft Discharge 302.90 cfs Results Depth 2.83 ft Flow Area 28.26 ft2 Wetted Perimeter 15.65 ft Top Width 10.00 ft Critical Depth 3.06 ft Critical Slope 0.003205 ft/ft Velocity 10.72 ft/s Velocity Head 1.79 ft Specific Energy 4.61 ft Froude Number 1.12 Flow is supercritical. TOW(Jed = Z.93 ynly ENd = 99o3,dt3 r Nzo Eleo g9Db,tl �Lhpwf/ t,d SEwf� �WNSIr� 08/01/00 FlowMaster v5.13 12:18:14 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 I APPENDIX D UD SEWER 15 THE SEAR -BROWN GROUP CLIENT: Hew(J-Pr~c{.a+d Project No: 564-o14 Project: Alm4wf NwK�. L°f Checked By: By: S ln" Date: S 2v -0° Sheet: Of: CNr,00� LA m ri, p T m y T 1 9 O ' O I STORM Developed SEWER SYSTEM DESIGN by Civil Eng. Dept, -------------- USING UDSEWER MODEL U. of Colorado at Denver Metro Denver Cities/Counties & UDFCD Pool Fund Study USER:RDB-Fort ----------------------------------------------------------- Collins -Colorado ............................................... ' ON DATA 08-25-2000 AT TIME 10:29:29 VERSIION=01-17-1997 * * * PROJECT TITLE :HP Parking Lot Box Culvert Kaff S ' *** RETURN PERIOD OF FLOOD IS 100 YEARS ' RAINFALL INTENSITY TABLE IS GIVEN *** SUMMARY OF SUBBASIN RUNOFF PREDICTIONS ------------------------- ------ --------------------------------------- TIME OF CONCENTRATION MANHOLE BASIN OVERLAND GUTTER BASIN RAIN I PEAK FLOW ID NUMBER AREA * C ---------------------------------------------------------------------- To (MIN) Tf (MIN) Tc (MIN) INCH/HR CFS 1.00 0.25 0.00 0.00 0.00 4.87 1.22 2.00 0.25 0.00 0.00 0.00 4.87 1.22 3.00 0.25 0.00 0.00 0.00 4.87 1.22 ' 4.00 0.25 0.00 0.00 0.00 4.87 1.22 5.00 0.25 0.00 0.00 0.00 4.87 1.22 ' 6.00 7.00 0.25 0.25 0.00 0.00 0.00 0.00 0.00 0.00 4.87 4.87 1.22 1.22 8.00 0.25 0.00 0.00 0.00 4.87 1.22 9.00 0.25 0.00 0.00 0.00 4.87 1.22 10.00 0.25 0.00 0.00 0.00 4.87 1.22 ' 11.00 0.25 0.00 0.00 0.00 4.87 1.22 12.00 0.25 0.00 0.00 0.00 4.87 1.22 13.00 0.25 0.00 0.00 0.00 4.87 1.22 ' 14.00 0.25 0.00 0.00 0.00 4.87 1.22 15.00 0.25 0.00 0.00 0.00 4.87 1.22 16.00 0.25 0.00 0.00 0.00 4.87 1.22 17.00 0.25 0.00 0.00 0.00 4.87 1.22 18.00 0.25 0.00 0.00 0.00 4.87 1.22 19.00 0.25 0.00 0.00 0.00 4.87 1.22 20.00 0.25 0.00 0.00 5.00 4.87 302.90 101.00 0.25 0.00 0.00 5.00 4.87 6.70 102.00 0.25 0.00 0.00 5.00 4.87 6.17 103.00 0.25 0.00 0.00 5.00 4.87 17.80 104'.00 0.25 0.00 0.00 5.00 4.87 17.90 105.00 0.25 0.00 0.00 5.00 4.87 6.29 106.00 0.25 0.00 0.00 5.00 4.87 5.05 107.00 0.25 0.00 0.00 5.00 4.87 2.69 108.00 0.25 0.00 0.00 5.00 4.87 3.08 109.00 0.25 0.00 0.00 5.00 4.87 14.30 70.00 0.25 0.00 0.00 0.00 4.87 1.22 71.00 110.00 0.25 0.25 0.00 0.00 0.00 0.00 0.00 5.00 4.87 4.87 1.22 20.20 lj THE SHORTEST DESIGN RAINFALL DURATION IS FIVE MINUTES FOR RURAL AREA, BASIN TIME OF CONCENTRATION =>10 MINUTES ' :. FOR URBAN AREA, BASIN TIME OF CONCENTRATION =>5 MINUTES AT THE 1ST DESIGN POINT, TC <=(10+TOTAL LENGTH/180) IN MINUTES WHEN WEIGHTED RUNOFF COEFF=> .2 THE BASIN IS CONSIDERED TO BE URBANIZED , WHEN TO+TF<>TC, IT INDICATES THE ABOVE DESIGN CRITERIA SUPERCEDES COMPUTATIONS *** SUMMARY OF HYDRAULICS AT MANHOLES 1 -------------------------------------------------------------------------- MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION -----------------------MINUTES INCH/HR CFS------ FEET 1.00 0.00 --------------------- 0.00 0.00 302.90 ------FEET 4903.38 ------------ 4906.21 NO 2.00 62.20 6.75 4.87 302.90 4910.36 4907.12 OK ' 3.00 62.20 6.74 4.87 302.90 4910.38 4907.62 OK 4.00 62.20 6.69 4.87 302.90 4909.95 4907.84 OK 5.00 62.20 6.64 4.87 302.90 4909.82 4907.89 OK 6.00 62.20 6.10 4.87 302.90 4911.60 4908.62 OK 7.00 62.20 6.08 4.87 302.90 4911.70 4909.31 OK 8.00 62.20 5.38 4.87 302.90 4914.20 4911.04 OK 9.00 10.00 62.20 62.20 5.32 5.00 4.87 4.87 302.90 302.90 4914.24 4914.64 4911.13 4911.45 OK OK 11.00 0.55 5.00 4.87 2.69 4913.72 4911.99 OK ' 12.00 2.94 5.00 4.87 14.30 4913.57 4913.44 OK 13.00 0.63 5.00 4.87 3.08 4913.72 4911.95 OK 14.00 1.29 5.00 4.87 6.29 4911.27 4910.56 OK 15.00 1.04 5.00 4.87 5.05 4911.70 4910.25 OK 16.00 17.00 3.68 1.38 5.00 5.00 4.87 4.87 17.90 6.70 4910.98 4909.80 4910,85 4908.93 OK OK 18.00 3.66 5.00 4.87 17.80 4909.59 4909.03 OK 19.00 1.27 5.00 4.87 6.17 4910.00 4908.79 OK 20.00 62.20 5.00 4.87 302.90 4914.64 4912.54 OK ' 101.00 1.38 5.00 4.87 6.70 4909.80 4908.93 OK 102.00 1.27 5.00 4.87 6.17 4910.00 4908.79 OK 103.00 3.66 5.00 4.87 17.80 4909.59 4909.03 OK 104.00 3.68 5.00 4.87 17.90 4910.98 4910.85 OK 105.00 1.29 5.00 4.87 6.29 4911.27 4910.56 OK 106.00 1.04 5.00 4.87 5.05 4911.70 4910.25 OK 107.00 0.55 5.00 4.87 2.69 4913.72 4911.99 OK 108.00 0.63 5.00 4.87 3.08 4913.72 4911.95 OK 109.00 2.94 5.00 4.87 14.30 4913.57 4913.44 OK 70.00 62.20 5.43 4.87 302.90 4914.00 4910.35 OK 71.00 4.15 5.00 4.87 20.20 4915.94 4913.24 OK 110.00 4.15 5.00 4.87 20.20 4915.94 4913.63 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION *** SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .8 SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ------ID -NO.----ID -NO. ---- ------(IN)-(FT) (IN) (FT) (IN) (FT) (FT) 28.00 2.00 1.00 BOX 2.82 4.00 4.00 10.00 29.00 3.00 2.00 BOX 2.82 4.00 4.00 10.00 30.00 4.00 3.00 BOX 2.82 4.00 4.00 10.00 ' 31.00 5.00 4.00 BOX 2.82 4.00 4.00 10.00 32.00 6.00 5.00 BOX 2.82 4.00 4.00 10.00 33.00 7.00 6.00 BOX 2.82 4.00 4.00 10.00 34.00 8.00 70.00 BOX 2.82 4.00 4.00 10.00 35.00 9.00 8.00 BOX 2.82 4.00 4.00 10.00 36.00 10.00 9.00 BOX 2.82 4.00 4.00 10.00 55.00 20.00 10.00 BOX 2.82 4.00 4.00 10.00 38.00 17.00 3.00 ROUND 15.61 18.00 18.00 0.00 37.00 19.00 4.00 ROUND 8.92 18.00 18.00 0.00 39.00 18.00 5.00 ROUND 16.19 18.00 21.00 0.00 40.00 16.00 6.00 ROUND 19.31 21.00 18.00 0.00 42.00 14.00 7.00 ROUND 12.39 18.00 18.00 0.00 41.00 15.00 7.00 ROUND 8.56 18.00 18.00 0.00 44.00 11.00 8.00 ROUND 8.69 18.00 18.00 0.00 ' 43.00 13.00 8.00 ROUND 7.24 18.00 18.00 0.00 45.00 12.00 9.00 ROUND 17.75 18.00 15.00 0.00 46.00 101.00 17.00 ROUND 18.06 21.00 18.00 0.00 47.00 102.00 19.00 ROUND 17.51 18.00 18.00 0.00 48.00 103.00 18.00 ROUND 26.05 27.00 21.00 0.00 49.00 104.00 16.00 ROUND 26.11 27.00 18.00 0.00 50.00 51.00 105.00 106.00 14.00 15.00 ROUND ROUND 17.64 16.24 18.00 18.00 18.00 18.00 0.00 0.00 52.00 107.00 11.00 ROUND 12.83 18.00 18.00 0.00 53.00 108.00 13.00 ROUND 13.49 18.00 18.00 0.00 54.00 109.00 12.00 ROUND 24.00 27.00 15.00 0.00 60.00 70.00 7.00 BOX 2.82 4.00 4.00 10.00 72.00 71.00 70.00 ROUND 23.01 24.00 24.00 0.00 73.00 110.00 71.00 ROUND 27.32 30.00 24.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. ' SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE.' FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED ------------------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW Q FULL Q DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER ------------------------------------------------------------------------------- CFS CFS FEET FPS FEET FPS FPS 28.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 29.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 30.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 31.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 32.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 33.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 34.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 35.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 36.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK ' 55.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 38.0 6.7 9.8 0.91 5.98 1.00 5.36 3.79 1.21 V-OK 37.0 39.0 6.2 40.2 17.8 35.7 0.40 0.87 16.48 14.84 0.96 1.52 5.18 8.01 3.49 5.46 7.40 3.16 V-OK V-OK 40.0 17.9 14.9 1.50 10.13 1.43 10.32 10.13 0.00 V-OK 42.0 6.3 17.1 0.63 8.92 0.97 5.22 3.56 2.28 V-OK 41.0 5.1 36.8 0.38 14.59 0.86 4.79 2.86 4.98 V-OK 44.0 2.7 18.8 0.38 7.56 0.63 3.79 1.52 2.55 V-OK 1 43.0 3.1 35.1 0.30 12.22 0.67 4.01 1.74 4.70 V-OK 1 45.0 46.0 14.3 6.7 9.2 1.25 6.7 1.50 11.65 3.79 1.22 1.00 11.74 11.65 5.36 3.79 0.00 V-OK 0.00 V-OK 47.0 6.2 6.7 1.14 4.28 0.96 5.18 3.49 0.71 V-OK 48.0 17.8 10.0 1.75 7.40 1.52 8.01 7.40 0.00 V-OK 49.0 17.9 6.7 1.50 10.13 1.43 10.32 10.13 0.00 V-OK ' 50.0 6.3 6..7 1.16 4.29 0.97 5.22 3.56 0.70 V-OK 51.0 5.1 6.7 0.98 4.15 0.86 4.79 2.86 0.79 V-OK 52.0 2.7 6.7 0.66 3.57 0.63 3.79 1.52 0.88 V-OK ' 53.0 3.1 6.7 0.72 3.69 0.67 4.01 1.74 0.87 V-OK 54.0 14.3 4.1 1.25 11.65 1.22 11.74 11.65 0.00 V-OK 60.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 72.0 20.2 22.7 1.47 8.16 1.61 7.45 6.43 1.21 V-OK ' 73.0 20.2 14.3 2.00 6.43 1.61 7.45 6.43 0.00 V-OK FROUDE NUMBER=0 INDICATES THAT A PRESSURED FLOW OCCURS ---------------------------------------------------------------------- SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM (FT(FT) DNSTREAM (FT) ------------------&-------(FT) 28.00 0.40 ------ 4903.90 -- ------------ 4903.40 ---------- 2.46 -4.02 ---------- NO 29.00 0.40 4903.92 4903.90 2.46 2.46 OK 1 30.00 0.40 4904.05 4903.90 1.90 2.48 NO 31.00 0.40 4904.16 4904.04 1.66 1.91 NO 32.00 33.00 0.40 0.40 4905.57 4905.62 4904.17 4905.57 2.03 2.08 1.65 2.03 NO OK 34.00 0.40 4907.42 4907.30 2.78 2.70 OK 35.00 0.40 4907.56 4907.41 2.68 2.79 OK 36.00 0.40 4908.40 4907.56 2.24 2.68 OK 55.00 0.40 4908.40 4908.40 2.24 2.24 OK 38.00 0.87 4906.79 4905.90 1.51 2.98 NO 37.00 14.60 4906.68 4904.15 1.82 4.30 NO ' 39.00 5.06 4905.32 4904.29 2.52 3.78 OK 40.00 2.00 4906.48 4906.00 3.00 4.10 OK 42.00 2.63 4908.30 4905.61 1.47 4.59 NO 41.00 12.20 4908.22 4905.62 1.98 4.58 NO ' 44.00 3.20 4910.60 4907.51 1.62 5.19 NO 43.00 11.10 4910.56 4907.52 1.66 5.18 NO 45.00 2.00 4908.58 4908.00 3.74 4.99 OK 46.00 0.40 4906.79 4906.79 1.51 1.51 NO 47.00 0.40. 4906.68 4906.68 1.82 1.82 NO 48.00 0.40 4905.32 4905.32 2.52 2.52 OK 49.00 0.40 4906.48 4906.48 3.00 3.00 OK 50.00 0.40 4908.30 4908.30 1.47 1.47 NO 51.00 0.40 4908.22 4908.22 1.98 1.98 NO 52.00 0.40 4910.60 4910.60 1.62 1.62 NO 53.00 0.40 4910.56 4910.56 1.66 1.66 NO ' 54.00 0.40 4908.58 4908.58 3.74 3.74 OK 60.00 0.40 4907.30 4905.62 2.70 2.08 OK 72.00 73.00 1.00 0.40 4911.63 4911.63 4910.00 4911.63 2.31 2.31 2.00 2.31 OK OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 2 FEET ' *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION FEET FEET FEET FEET FEET FEET 28.00 125.00 0.00 4907.90 4907.40 4907.12 4906.21 JUMP 29.00 5.00 0.00 4907.92 4907.90 4907.62 4907.12 JUMP 30.00 37.00 0.00 4908.05 4907.90 4907.84 4907.62 JUMP 31.00 29.00 0.00 4908.16 4908.04 4907.89 4907.84 JUMP 32.00 350.00 0.00 4909.57 4908.17 4908.62 4907.89 JUMP 33.00 12.00 0.00 4909.62 4909.57 4909.31 4908.62 JUMP 34.00 31.00 0.00 4911.42 4911.30 4911.04 4910.35 JUMP 35.00 37.00 0.00 4911.56 4911.41 4911.13 4911.04 JUMP 36.00 209.00 0.00 4912.40 4911.56 4911.45 4911.13 JUMP 55.00 0.01 0.00 4912.40 4912.40 4912.54 4911.45 JUMP 38.00 102.33 102.33 4908.29 4907.40 4908.93 4907.62 PRSS'ED 37.00 17.35 17.35 4908.18 4905.65 4908.79 4907.84 PRSS'ED 39.00 20.35 20.35 4907.07 4906.04 4909.03 4907.89 PRSS'ED 40.00 24.22 24.22 4907.98 4907.50 4910.85 4908.62 PRSS'ED ' 42.00 102.18 102.18 4909.80 4907.11 4910.56 4909.31 PRSS'ED 41.00 21.34 21.34 4909.72 4907.12 4910.25 4909.31 PRSS'ED 44.00 96.61 93.07 4912.10 4909.01 4911.99 4911.04 JUMP 43.00 27.40 26.40 4912.06 4909.02 4911.95 4911.04 JUMP 45.00 29.13 29.13 4909.83 4909.25 4913.44 4911.13 PRSS'ED 46.00 0.01 0.01 4908.29 4908.29 4908.93 4908.93 PRSS'ED ' 47.00 48.00 0.01 0.01 0.01 0.01 4908.18 4907.07 4908.18 4907.07 4908.79 4909.03 4908.79 4909.03 PRSS'ED PRSS'ED 49.00 0.01 0.01 4907.98 4907.98 4910.85 4910.85 PRSS'ED 50.00 0.01 0.01 4909.80 4909.80 4910.56 4910.56 PRSS'ED 51.00 0.01 0.01 4909.72 4909.72 4910.25 4910.25 PRSS'ED ' 52.00 0.01 0.00 4912.10 4912.10 4911.99 4911.99 SUBCR 53.00 0.01 0.00 4912.06 4912.06 4911.95 4911.95 SUBCR 54.00 0.01 0.01 4909.83 4909.83 4913.44 4913.44 PRSS'ED ' 60.00 420.00 0.00 4911.30 4909.62 4910.35 4909.31 JUMP 72.00 163.00 0.00 4913.63 4912.00 4913.24 4910.35 JUMP 73.00 0.01 0.01 4913.63 4913.63 4913.63 4913.24 PRSS'ED PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW *** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT ------------------------------------------------------------------------------- FT K COEF LOSS FT K COEF LOSS FT ID FT 28.0 2.00 4908.01 1.80 0.00 0.00 0.00 0.00 1.00 4906.21 ' 29.0 3.00 4908.51 0.46 0.00 0.00 0.95 0.04 2.00 4908.01 30.0 4.00 4908.73 0.00 0.25 0.22 0.00 0.00 3.00 4908.51 31.0 5.00 4908.78 0.00 0.00 0.00 0.95 0.04 4.00 4908.73 32.0 33.0 6.00 4910,15 7.00 4910.20 1.33 0.00 0.00 0.00 0.00 0.00 0.95 0.04 0.95 0.04 5.00 6.00 4908.78 4910.15 34.0 8.00 4911.93 0.00 0.00 0.00 0.95 0.04 70.00 4911.88 35.0 9.00 4912.02 0.05 0.00 0.00 0.95 0.04 8.00 4911.93 36.0 10.00 4912.98 0.91 0.00 0.00 0.95 0.04 9.00 4912.02 I 55.0 20.00 4913.43 0.00 0.50 0.45 0.00 0.00 10.00 4912.98 38.0 17.00 4909.15 0.41 1.00 0.22 0.00 0.00 3.00 4908.51 37.0 19.00 4908,98 0.06 1.00 0.19 0.00 0.00 4.00 4908.73 ' 39.0 18.00 4909.89 0.25 1.00 0.85 0.00 0.00 5.00 4908.78 40.0 16.00 4912.44 0.70 1.00 1.59 0.00 0.00 6.00 4910.15 42.0 14.00 4910.76 0.36 1.00 0.20 0.00 0.00 7.00 4910.20 41.0 15.00 4910.37 0.05 1.00 0.13 0.00 0.00 7.00 4910.20 44.0 11.00 4912.02 0.06 1.00 0.04 0.00 0.00 8.00 4911.93 43.0 13.00 4912.00 0.02 1.00 0.05 0.00 0.00 8.00 4911.93 45.0 12.00 4915.55 1.42 1.00 2.11 0.00 0.00 9.00 4912.02 46.0 101.00 4909.15 0.00 0.00 0.00 0.00 0.00 17.00 4909.15 47.0 102.00 4908.98 0.00 0.00 0.00 0.00 0.00 19.00 4908.98 48.0 103.00 4909.89 0.00 0.00 0.00 0.00 0.00 18.00 4909.89 49.0 104.00 4912.44 0.00 0.00 0.00 0.00 0.00 16.00 4912.44 50.0 105.00 4910.76 0.00 0.00 0.00 0.00 0.00 14.00 4910.76 51.0 106.00 4910.37 0.00 0.00 0.00 0.00 0.00 15.00 4910.37 52.0 107.00 4912.03 0.00 0.00 0.00 0.00 0.00 11.00 4912.02 53.0 108.00 4912.00 0.00 0.00 0.00 0.00 0.00 13.00 4912.00 ' 54.0 109.00 4915.55 0.00 0.00 0.00 0.00 0.00 12.00 4915.55 60.0 70.00 4911.88 1.69 0.00 0.00 0.00 0.00 7.00 4910.20 72.0 71.00 4914,10 2.22 73.0 110.00 4914.27 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.00 71.00 4911.88 4914.10 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. *** SUMMARY OF EARTH EXCAVATION VOLUME FOR COST ESTIMATE. SIDE SLOPE = 1 -----THE -TRENCH ------------------------------------------------------------------ MANHOLE GROUND INVERT MANHOLE NUMBER ELEVATION ELEVATION HEIGHT FTFTFT -ID ------------- ------------------------------------------------- 1.00 4903.38 4903.40 -0.02 2.00 4910.36 4903.90 6.46 3.00 4910.38 4903.90 6.48 4.00 4909.95 4904.04 5.91 5.00 4909.82 4904.16 6.00 4911.60 4905.57 5.66 6.03 7.00 4911.70 4905.61 6.09 8.00 4914.20 4907.41 6.79 9.00 4914.24 4907.56 6.68 10.00 4914.64 4908.40 6.24 11.00 4913.72 4910.60 3.12 12.00 4913,57 4908,58 4.99 13.00 4913.72 4910.56 3.16 14.00 4911.27 4908.30 2.97 15.00 4911.70 4908.22 3.48 16.00 4910.98 4906.48 4.50 I I 17.00 4909.80 4906.79 3.01 18.00 4909.59 4905.32 4.27 19.00 4910.00 4906.68 3.32 20.00 4914.64 4908.40 6.24 101.00 4909.80 4906.79 3.01 102.00 4910.00 4906.68 3.32 103.00 4909.59 4905.32, 4.27 104.00 4910.98 4906.48 4.50 105.00 4911.27 4908.30 2.97 106.00 4911.70 4908.22 3.48 107.00 4913.72 4910.60 3.12 108.00 4913.72 4910.56 3.16 109.00 4913.57 4908.58 4.99 70.00 4914.00 4907.30 6.70 1 71.00 4915.94 4911.63 4.31 110.00 4915.94 4911.63 4.31 ------------------------------------------------------------------------------- SEWER UPST TRENCH WIDTH DNST TRENCH WIDTH TRENCH WALL EARTH ID NUMBER -------------- ON GROUND AT INVERT - FT ON GROUND AT INVERT . FT LENGTH THICKNESS FT INCHES VOLUME CUBIC YD 28.00 17.56 -----FT- 15.36 ---- -FT ------- 15.36 -------------------------------- 15.36 125.00 8.14 493.2 29.00 17.56 15.36 17.56 15.36 5.00 8.14 21.4 30.00 16.44 15.36 17.60 15.36 37.00 8.14 152.4 31.00 15.96 15.36 16.46 15.36 29.00 8.14 112.1 ' 32.00 33.00 16.70 16.80 15.36 15.36 15.94 16.70 15.36 15.36 350.00 12.00 8.14 8.14 1365.1 48.4 34.00 18.20 15.36 18.05 15.36 31.00 8.14 138.7 35.00 18.00 15.36 18.22 15.36 37.00 8.14 165.4 36.00 17.12 15.36 18.00 15.36 209.00 8.14 896.3 55.00 17.12 15.36 17.12 15.36 0.01 8.14 0.0 38.00 6.10 3.92 9.04 3.92 102.33 2.50 85.1 37.00 6.72 3.92 11.69 3.92 17.35 2.50 19.5 39.00 8.33 4.21 10.85 4.21 20.35 2.75 24.5 40.00 9.08 3.92 11.29 3.92 24.22 2.50 30.4 42.00 6.02 3.92 12.26 3.92 102.18 2.50 117.0 41.00 7.04 3.92 12.25 3.92 21.34. 2.50 25.7 44.00 6.32 3.92 13.47 3.92 96.61 2.50 126.1 43.00 6.40 3.92 13.45 3.92 27.40 2.50 35.8 45.00 10.35 3.63 12.86 3.63 29.13 2.25 43.5 46.00 6.10 3.92 6.10 3.92 0.01 2.50 0.0 47.00 6.72 3.92 6.72 3.92 0.01 2.50 0.0 48.00 8.33 4.21 8.33 4.21 0.01 2.75 0.0 49.00 50.00 9.08 6.02 3.92 3.92 9.08 6.02 3.92 3.92 0.01 0.01 2.50 2.50 0.0 0.0 51.00 7.04 3.92 7.04 3.92 0.01 2.50 0.0 52.00 6.32 3.92 6.32 3.92 0.01 2.50 0.0 53.00 6.40 3.92 6.40 3.92 0.01 2.50 0.0 ' 54.00 10.35 3.63 10.35 3.63 0.01 2.25 0.0 60.00 18.04 15.36 16.81 15.36 420.00 8.14 1783.5 72.00 73.00 8.12 8.12 4.50 4.50 7.50 8.12 4.50 4.50 163.00 0.01 3.00 3.00 156.7 0.0 TOTAL EARTH VOLUME FOR SEWER TRENCHES = 5840.915 CUBIC YARDS ' EARTH VOLUME WAS ESTIMATED TO HAVE I I ' BOTTOM WIDTH=DIAMETER OR WIDTH OF SEWER + 2 * B B=ONE FEET WHEN DIAMETER OR WIDTH <=48 INCHES B=TWO FEET WHEN DIAMETER OR WIDTH >48 INCHES IF BOTTOM WIDTH <MINIMUM WIDTH, 2 FT, THE MINIMUM WIDTH WAS USED. BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE FOOT SEWER WALL THICKNESS=EQIVLNT DIAMATER IN INCH/12 +1 IN INCHES ED. BACKFILL DEPTH UNDER SEWER W I I 1 i 1 I I I I I I 1 I I I THE SEAR -BROWN GROUP CLIENT: Hewle f-jacW Project No: 564-014 Project: McAwl NwK•M L°f Checked By: By: S Cad. Date: S Z° -0° Sheet: Of: I � ._ _.....-.._�__—•-_ __ •__........ ._.-___.-_._......._.... ..._ _._..... _—_.-.. co a�H N w aN Ivy El a` 3 � = H .. w�i, r-- i s j- � O n= 1 s 0 2- rn � Z m T m T - f 2 e O I IJ STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed by Civil Eng. Dept, U. of Colorado at Denver Metro Denver Cities/Counties & UDFCD Pool Fund Study ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ' USER:RDB-Fort Collins -Colorado ............................................... ON DATA 08-25-2000 AT TIME 09:42:48 VERSION=01-17-1997 *** PROJECT TITLE :HP Parking Lot Box Culvert �NS� *** RETURN PERIOD OF FLOOD IS 100 YEARS RAINFALL INTENSITY TABLE IS GIVEN *** SUMMARY OF SUBBASIN RUNOFF PREDICTIONS ---------------------- TIME -OF -CONCENTRATION -ONCE-------------------------------- MANHOLE BASIN OVERLAND GUTTER BASIN RAIN I PEAK FLOW ID NUMBER AREA * C To (MIN) Tf (MIN) Tc (MIN) INCH/HR CFS 8.00 0.25 0.00 0.00 0.00 4.87 1.22 9.00 0.25 0.00 0.00 0.00 4.87 1.22 10.00 0.25 0.00 0.00 0.00 4.87 1.22 11.00 0.25 0.00 0.00 0.00 4.87 1.22 12.00 0.25 0.00 0.00 0.00 4.87 1.22 13.00 0.25 0.00 0.00 0.00 4.87 1.22 20.00 0.25 0.00 0.00 5.00 4.87 302.90 107.00 0.25 0.00 0.00 5.00 4.87 2.69 108.00 0.25 0.00 0.00 5.00 4.87 3.08 109.00 0.25 0.00 0.00 5.00 4.87 14.30 499.00 0.25 0.00 0.00 0.00 4.87 1.22 70.00 0.25 0.00 0.00 0.00 4.87 1.22 71.00 0.25 0.00 0.00 0.00 4.87 1.22 110.00 0.25 0.00 0.00 5.00 4.87 20.20 THE SHORTEST DESIGN RAINFALL DURATION IS FIVE MINUTES FOR RURAL AREA, BASIN TIME OF CONCENTRATION =>10 MINUTES FOR URBAN AREA, BASIN TIME OF CONCENTRATION =>5 MINUTES AT THE 1ST DESIGN POINT, TC <=(10+TOTAL LENGTH/180) IN MINUTES WHEN WEIGHTED RUNOFF COEFF=> .2 , THE BASIN IS CONSIDERED TO BE URBANIZED WHEN TO+TF<>TC, IT INDICATES THE ABOVE DESIGN CRITERIA SUPERCEDES COMPUTATIONS *** SUMMARY OF HYDRAULICS AT MANHOLES -------------------------------------------------------------------------- MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR CFS FEET FEET ---------------NOON-- 8.00 62.20 - 5.38 - ------------------------------------------------ 4.87 302.90 4914.20 4911.02 OK 9.00 62.20 5.32 4.87 302.90 4914.24 4911.13 OK �.l 10.00 62.20 5.00 4.87 302.90 4914.64 4911.45 OK 11.00 0.55 5.00 4.87 2.69 4913.72 4911.97 OK 12.00 2.94 5.00 4.87 14.30 4913.57 4913.44 OK 13.00 0.63 5.00 4.87 3.08 4913.72 4911.93 OK I 1 20,00 62.20 5.00 4.87 302.90 4914.64 4912.54 OK 107.00 0.55 5.00 4.87 2.69 4913.72 4911.97 OK 108.00 0.63 5.00 4.87 3.08 4913.72 4911.94 OK 109.00 2.94 5.00 4.87 14.30 4913.57 4913.44 OK 499.00 0.00 0.00 0.00 302.90 4913.83 4911.02 OK 70.00 62.20 5.43 4.87 302.90 4914.00 4910.87 OK 71.00 4.15 5.00 4.87 20.20 4915.94 4913.24 OK 110.00. 4.15 5.00 4.87 20.20 4915.94 4913.63 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION *** SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .8 --------------------------------------------------------------------------- SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID NO. ID NO. (IN) (FT) (IN) (FT) (IN) (FT) (FT) ----- --------------------------------------------------4.00---------------10.00 34.00 8.00 70.00 BOX 2.82 4.00 4.00 10.00 35.00 9.00 8.00 BOX 2.82 4.00 4.00 10.00 36.00 55.00 10.00 20.00 9.00 10.00 BOX BOX 2.82 2.82 4.00 4.00 4.00 4.00 10.00 10.00 44.00 11.00 8.00 ROUND 8.69 18.00 18.00 0.00 43.00 13.00 8.00 ROUND 7.24 18.00 18.00 .0.00 45.00 12.00 9.00 ROUND 17.75 18.00 15.00 0.00 ' 52.00 107.00 11.00 ROUND 12.83 18.00 18.00 0.00 53.00 108.00 13.00 ROUND 13.49 18.00 18.00 0.00 54.00 60.00 109.00 70.00 12.00 499.00 ROUND BOX 24.00 2.82 27.00 4.00 15.00 4.00 0.00 10.00 72.00 71.00 70.00 ROUND 23.01 24.00 24.00 0.00 73.00 110.00 71.00 ROUND 27.32 30.00 24.00 0.00 iDIMENSION UNITS FOR ROUND AND ARCH SEWER, ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED ------------------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW Q FULL Q DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER -------------------------------------------------------- CFS CFS FEET FPS FEET FPS FPS 34.0 302.9 367.8 2.82 10.75 3.05 9.92 ----------------- 7.57 1.13 V-OK 35.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 36.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 55.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 44.0 2.7 18.8 0.38 7.56 0.63 3.79 1.52 2.55 V-OK 43.0 3.1 35.1 0.30 12.22 0.67 4.01 1.74 4.70 V-OK 45.0 14.3 9.2 1.25 11.65 1.22 11.74 11.65 0.00 V-OK 52.0 2.7 6.7 0.66 3.57 0.63 3.79 1.52 0.88 V-OK 53.0 54.0 3.1 6.7 14.3 4.1 0.72 1.25 3.69 11.65 0.67 1.22 4.01 11.74 11.65 1.74 0.87 0.00 V-OK V-OK 60.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 72.0 20.2 22.7 1.47 8.16 1.61 7.45 6.43 1.21 V-OK 73.0 20.2 14.3 2.00 6.43 1.61 7.45 6.43 0.00 V-OK 11 FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM ------------------------------ (FT) (FT) - (FT) ------------------------------ (FT) 34.00 0.40 4907.42 4907.30 2.78 2.70 OK 35.00 0.40 4907.56 4907.41 2.68 2.79 OK 36.00 0.40 4908.40 4907.56 2.24 2.68 OK 55.00 0.40 4908.40 4908.40 2.24 2.24 OK 44.00 3.20 4910.60 4907.51 1.62 5.19 NO 43.00 11.10 4910.56 4907.52 1.66 5.18 NO 45.00 2.00 4908.58 4908.00 3.74 4.99 OK 52.00 0.40 4910.60 4910.60 1.62 1.62 NO 53.00 0.40 4910.56 4910.56 1.66 1.66 NO 54.00 0.40 4908.58 4908.58 3.74 3.74 OK 60.00 0.40 4907.30 4907.14 2.70 2.69 OK 72.00 1.00 4911.63 4910.00 2.31 2.00 OK 73.00 0.40 OK MEANS BURIED DEPTH 4911.63 4911.63 2.31 2.31 IS GREATEN THAN REQUIRED SOIL COVER OF OK 2 FEET ' *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION ------------------------------------------------------------------------------- FEET FEET FEET FEET FEET FEET 34.00 31.00 0.00 4911.42 4911.30 4911.02 4910.87 JUMP ' 35.00 37.00 0.00 4911.56 4911.41 4911.13 4911.02 JUMP 36.00 209.00 0.00 4912.40 4911.56 4911.45 4911.13 JUMP 55.00 0.01 0.00 4912.40 4912.40 4912.54 4911.45 JUMP 44.00 96.61 92.49 4912.10 4909.01 4911.97 4911.02 JUMP 43.00 27.40 26.23 4912.06 4909.02 4911.93 4911.02 JUMP 45.00 29.13 29.13 4909.83 4909.25 4913.44 4911.13 PRSS'ED 52.00 0.01 0.00 4912.10 4912.10 4911.97 4911.97 SUBCR 53.00 0.01 0.00 4912.06 4912.06 4911.94 4911.93 SUBCR 54.00 0.01 0.01 4909.83 4909.83 4913.44 4913.44 PRSS'ED 60.00 39.00 0.00 4911.30 4911.14 4910.87 4911.02 JUMP 72.00 163.00 0.00 4913.63 4912.00 4913.24 4910.87 JUMP 73.00 0.01 0.01 4913.63 4913.63 4913.63 4913.24 PRSS'ED w PRSS'ED=PRESSURED FLOW;'JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW *** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY NO. ELEV FT FT K COEF LOSS.FT K COEF LOSS FT --ID-NO -ID -------------------------------------------------------- -ID------FT- 34.0 8.00 4911.91 0.11 0.00 0.00 0.95 0.04 70.00 4911.76 35.0 9.00 4912.02 0.07 0.00 0.00 0.95 0.04 8.00 4911.91 36.0 10.00 4912.98 0.91 0.00 0.00 0.95 0.04 9-00 4912.02 55.0 20.00 4913.43 0.00 0.50 0.45 0.00 0.00 10.00 4912.98 44.0 11.00 4912.00 0.06 1.00 0.04 0.00 0.00 8.00 4911.91 43.0 13.00 4911,98 0.02 1.00 0.05 0.00 0.00 8.00 4911,91 45.0 12.00 4915.55 1.42 1.00 2.11 0.00 0.00 9.00 4912.02 52.0 107.00 4912.01 0.00 0.00 0.00 0.00 0.00 11.00 4912.00 53.0 108.00 4911.98 0.00 0.00 0.00 0.00 0.00 13.00 4911.98 54.0 109.00 4915.55 0.00 0.00 0.00 0.00 0.00 12.00 4915.55 60.0 70.00 4911.76 0.74 0.00 0.00 0..00 0.00 499.00 4911.02 72.0 71.00 4914.10 2.35 0.00 0.00 0.00 0.00 70.00 4911.76 73.0 110.00 4914.27 0.17 0.00 0.00 0.00 0.00 71.00 4914.10 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O FRICTION LOSS MEANS INCLUDES IT IS NEGLIGIBLE OR POSSIBLE ERROR SEWER INVERT DROP AT MANHOLE DUE TO JUMP. NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. i' *** SUMMARY OF EARTH EXCAVATION VOLUME FOR COST ESTIMATE. THE TRENCH SIDE SLOPE = 1 MANHOLE GROUND INVERT MANHOLE ID NUMBER ELEVATION ELEVATION HEIGHT FT FT ----------------- -- -----FT-- ------------------------------------------------ 8.00 4914.20 4907.41 6.79 9.00 4914.24 4907.56 6.68 10.00 4914.64 4908.40 6.24 11.00 4913.72 4910.60 3.12 12.00 4913.57 4908.58 4.99 13.00 4913.72 4910.56 3.16 20.00 4914.64 4908.40 6.24 107.00 4913.72 4910.60 3.12 108.00 4913.72 4910.56 3.16 109.00 4913.57 4908.58 4.99 499.00 4913.83 4907.14 6.69 70.00 4914.00 4907.30 6.70 71.00 4915.94 4911.63 4.31 110.00 4915.94 4911.63 4.31 ------------------------------------------------------------------------------- SEWER UPST TRENCH WIDTH DNST TRENCH WIDTH TRENCH WALL EARTH ID NUMBER ON GROUND AT INVERT ON GROUND AT INVERT LENGTH THICKNESS VOLUME FT FT FT FT FT INCHES CUBIC YD 34.00 18.20 15.36 18.05 15.36 31.00 8.14 138.7 35.00 18.00 15.36 18.22 15.36 37.00 8.14 165.4 36.00 17.12 15.36 18.00 15.36 209.00 8.14 896.3 55.00 17.12 15.36 17.12 15.36 0.01 8.14 0.0 44.00 6.32 3.92 13.47 3.92 96.61 2.50 126.1 43.00 6.40 3.92 13.45 3.92 27.40 2.50 35.8 I45.00 10.35 3.63 12.86 3.63 29.13 2.25 43.5 52.00 6.32 3.92 6.32 3.92 0.01 2.50 _ 0.0 53.00 6.40 3.92 6.40 3.92 0.01 2.50 0.0 54.00 10.35 3.63 10.35 3.63 0.01 2.25 0.0 60.00 18.04 15.36 18.02 15.36 39.00 8.14 173.2 72.00 8.12 4.50 7.50 4.50 163.00 3.00 156.7 73.00 8.12 4.50 8.12 4.50 0.01 3.00 0.0 TOTAL EARTH VOLUME FOR SEWER TRENCHES = 1735.88 CUBIC YARDS EARTH VOLUME WAS ESTIMATED TO HAVE BOTTOM WIDTH=DIAMETER OR WIDTH OF SEWER + 2 * B B=ONE FEET WHEN DIAMETER OR WIDTH <=48 INCHES B=TWO FEET WHEN DIAMETER OR WIDTH >48 INCHES IF BOTTOM WIDTH <MINIMUM WIDTH, 2 FT, THE MINIMUM WIDTH WAS USED. BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE FOOT SEWER WALL THICKNESS=EQIVLNT DIAMATER IN INCH/12 +1 IN INCHES ED. BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE FOOT SEWER WALL e M O O � j d y V- � W°- 4.0 W u W Q C c Z C .. W —._ -i Z £...._ �..... O S N d N a N O El T P, S :10 N r' to A n) 0VN W c O ... Z � M Q�El `^/ N \� C W O1(1 a o :laayg 00- oz s :area ovj S -AIg :AEI pamoegO frn�„[Y✓ :ioefoad 407 �`"a \ Pic _y95 :ON 109(wd 1N31-10J dnod!5`�. NMOREHI i3S 3HZ 1i STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL 1' Developed by Civil Eng. Dept, U. of Colorado at Denver Metro Denver Cities/Counties & UDFCD Pool Fund Study ----------=------------------------------------------------------------------- ------------------------------------------------------------------------------ USER:RDB-Fort Collins -Colorado ............................................... ON DATA 08-25-2000 AT TIME 10:55:33 VERSION=01-17-1997 *** PROJECT TITLE :HP Parking Lot Box Culvert P 45fs t Z 0..h,hed RETURN PERIOD OF FLOOD IS 100 YEARS RAINFALL INTENSITY TABLE IS GIVEN *** SUMMARY OF SUBBASIN RUNOFF PREDICTIONS TIME OF CONCENTRATION MANHOLE BASIN OVERLAND GUTTER BASIN RAIN I PEAK FLOW ID NUMBER AREA * C To (MIN) Tf (MIN) Tc (MIN) INCH/HR CFS 6.00 0.25 0.00 0.00 0.00 4.87 1.22 7.00 0.25 0.00 0.00 0.00 4.87 1.22 8.00 0.25 0.00 0.00 0.00 4.87 1.22 9.00 0.25 0.00 0.00 0.00 4.87 1.22 10.00 0.25 0.00 0.00 0.00 4.87 1.22 11.00 0.25 0.00 0.00 0.00 4.87 1.22 12.00 0.25 0.00 0.00 0.00 4.87 1.22 13.00 0.25 0.00 0.00 0.00 4.87 1.22 14.00 0.25 0.00 0.00 0.00 4.87 1.22 15.00 0.25 0.00 0.00 0.00 4.87 1.22 16.00 0.25 0.00 0.00 0.00 4.87 1.22 20.00 0.25 0.00 0.00 5.00 4.87 302.90 104.00 0.25 0.00 0.00 5,00 4,87 17,90 105.00 0.25 0.00 0.00 5.00 4.87 6.29 106.00 0.25 0.00 0.00 5.00 4.87 5.05 107.00 0.25 0.00 0.00 5.00 4.87 2.69 108.00 0.25 0.00 0.00 5.00 4.87 3.08 109.00 0.25 0.00 0.00 5.00 4.87 14.30 500.00 0.25 0.00 0.00 0.00 4.87 1.22 70.00 0.25 0.00 0.00 0.00 4.87 1.22 71.00 0.25 0.00 0.00 0.00 4.87 1.22 110.00 0.25 0.00 0.00 5.00 4.87 20.20 THE SHORTEST DESIGN RAINFALL DURATION IS FIVE MINUTES FOR RURAL AREA, BASIN TIME OF CONCENTRATION =>10 MINUTES FOR URBAN AREA, BASIN TIME OF CONCENTRATION =>5 MINUTES AT THE 1ST DESIGN POINT, TC <=(10+TOTAL LENGTH/180) IN MINUTES WHEN WEIGHTED RUNOFF COEFF=> .2 , THE BASIN IS CONSIDERED TO BE URBANIZED WHEN TO+TF<>TC, IT INDICATES THE ABOVE DESIGN CRITERIA SUPERCEDES COMPUTATIONS *** SUMMARY OF HYDRAULICS AT MANHOLES ------------------------------------------------------------------------------- MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION I II MINUTES INCH/HR CFS FEET FEET 6.00 62.20 6.10 4.87 302.90 4911.60 4909.01 OK 7.00 62.20 6.08 4.87 302.90 4911.70 4909.29 OK 8.00 62.20 5.38 4.87 302.90 4914.20 4911.04 OK 9.00 62.20 5.32 4.87 302.90 4914.24 4911.13 OK 10.00 62.20 5.00 4.87 302.90 4914.64 4911.45 OK 11.00 0.55 5.00 4.87 2.69 4913.72 4911.99 OK 12.00 2.94 5.00 4.87 14.30 4913.57 4913.44 OK 13.00 0.63 5.00 4.87 3.08 4913.72 4911.95 OK 14.00 1.29 5.06 4.87 6.29 4911.27 4910.55 OK 15.00 1.04 5.00 4.87 5.05 4911.70 4910.23 OK 16.00 3.68 5.00 4.87 17.90 4910.98 4909.01 OK 20.00 104.00 62.20 3.68 5.00 5.00 4.87 4.87 302.90 17.90 4914.64 4910.98 4912.54 4909.01 OK OK 105.00 1.29 5.00 4.87 6.29 4911.27 4910.55 OK 106.00 1.04 5.00 4.87 5.05 4911.70 4910.23 OK 107.00 0.55 5.00 4.87 2.69 4913.72 4911.99 OK 108.00 0.63 5.00 4.87 3.08 4913.72 4911.95 OK 109.00 2.94 5.00 4.87 14.30 4913.57 4913.44 OK 500.00 0.00 0.00 0.00 302.90 4912,13 4909,01 OK 70.00 62.20 5.43 4.87 302.90 4914.00 4910.35 OK 71.00 4.15 5.00 4.87 20.20 4915.94 4913.24 OK 110.00 4.15 5.00 4.87 20.20 4915.94 4913.63 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION - *** SUMMARY OF SEWER HYDRAULICS -------NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .8 --------------------------------------------- ---- SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID NO. ID NO. (IN)(FT) (IN) (FT) (IN) (FT) (FT) -------------- 33.00 -------------- 7.00 ------------ 6.00 BOX 2.82 ----------------------------- 4.00 4.00 10.00 34.00 8.00 70.00 BOX 2.82 4.00 4.00 10.00 35.00 9.00 8.00 BOX 2.82 4.00 4.00 10.00 36.00 10.00 9.00 BOX 2.82 4.00 4.00 10.00 55.00 40.00 20.00 16.00 10.00 6.00 BOX ROUND 2.82 19.31 4.00 21.00 4.00 18.00 10.00 0.00 42.00 14.00 7.00 ROUND 12.39 18.00 18.00 0.00 41.00 15.00 7.00 ROUND 8.56 18.00 18.00 0.00 44.00 11.00 8.00 ROUND 8.69 18.00 18.00 0.00 43.00 13.00 8.00 ROUND 7.24 18.00 18.00 0.00 45.00 12.00 9.00 ROUND 17.75 18.00 15.00 0.00 49.00 50.00 104.00 105.00 16.00 14.00 ROUND ROUND 26.11 17.64 27.00 18.00 18.00 18.00 0.00 0.00 51.00 106.00 15.00 ROUND 16.24 18.00 18.00 0.00 52.00 107.00 11.00 ROUND 12.83 18.00 18.00 0.00 53.00 108.00 13.00 ROUND 13.49 18.00 18.00 0.00 54.00 109.00 12.00 ROUND 24.00 27.00 15.00 0.00 32.00 6.00 500.00 BOX 2.82 4.00 4.00 10.00 73.00 110.00 71.00 ROUND 27.32 30.00 24.00 0.00 72.00 71.00 70.00 ROUND 23.01 24.00 24.00 0.00 60.00 70.00 7.00 BOX 2.82 4.00 4.00 10.00 _ DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES I I DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED -- ----------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW Q FULL Q DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS I -------------------------------------------------------------------------- 33.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 34.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 35.0 36.0 302.9 302.9 367.8 367.8 2.82 2.82 10.75 10.75 3.05 3.05 9.92 9.92 7.57 7.57 1.13 1.13 V-OK V-OK 55.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 40.0 17.9 14.9 1.50 10.13 1.43 10.32 10.13 0.00 V-OK 42.0 6.3 17.1 0.63 8.92 0.97 5.22 3.56 2.28 V-OK 41.0 5.1 36.8 0.38 14.59 0.86 4.79 2.86 4.98 V-OK 44.0 2.7 18.8 0.38 7.56 0.63 3.79 1.52 2.55 V-OK 43.0 3.1 35.1 0.30 12.22 0.67 4.01 1.74 4.70 V-OK 45.0 14.3 9.2 1.25 11.65 1.22 11.74 11.65 0.00 V-OK 49.0 17.9 6.7 J_50 10.13 1.43 10.32 10.13 0.00 V-OK 50.0 6.3 6.7 1.16 4.29 0.97 5.22 3.56 0.70 V-OK 51.0 5.1 6.7 0.98 4.15 0.86 4.79 2.86 0.79 V-OK 52.0 2.7 6.7 0.66 3.57 0.63 3.79 1.52 0.88 V-OK 53.0 3.1 6.7' 0.72 3.69 0.67 4.01 1.74 0.87 V-OK 54.0 14.3 4.1 1.25 11.65 1.22 11.74 11.65 0.00 V-OK 32.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK 73.0 20.2 14.3 2.00 6.43 1.61 7.45 6.43 0.00 V-OK 72.0 20.2 22.7 1.47 8.16 1.61 7.45 6.43 1.21 V-OK . 60.0 302.9 367.8 2.82 10.75 3.05 9.92 7.57 1.13 V-OK FROUDE NUMBER=0 INDICATES THAT A PRESSURED FLOW OCCURS SEWER SLOPE--INVERT-ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM -------.00--------- -- %-------(FT)---- (FT) ------ (FT) ---------- (FT) ---------- ---- -- 1 33- 0.40 4905.62 4905.57 2.08 2.03 OK---- 34.00 0.40 4907.42 4907.30 2.78 2.70 OK 35.00 0.40 4907.56 4907.41 2.68 2.79 OK 36.00 0.40 4908.40 4907.56 2.24 2.68 OK 55.00 0.40 4908.40 4908.40 2.24 2.24 OK 40.00 2.00 4906.48 4906.00 3.00 4.10 OK 42.00 2.63 4908.30 4905.61 1.47 4.59 NO 41.00 12.20 4908.22 4905.62 1.98 4.58 NO 44.00 3.20 4910.60 4907.51 1.62 5.19 NO 43.00 11.10 4910.56 4907.52 1.66 5.18 NO 45.00 2.00 4908.58 4908.00 3.74 4.99 OK 49.00 0.40 4906.48 4906.48 3.00 3.00 OK 50.00 0.40 4908.30 4908.30 1.47 1.47 NO 51.00 0.40 4908.22 4908.22 1.98 1.98 NO 52.00 0.40 4910.60 4910.60 1.62 1.62 NO 53.00 0.40 4910.56 4910.56 1.66 1.66 NO 54.00 0.40 4908.58 4908.58 3.74 3.74 OK J 32.00 0..40 4905.57 4905.29 2.03 2.84 OK 73.00 0.40 4911.63 4911.63 2.31 2.31 OK 72.00 1.00 4911.63 4910.00 2.31 2.00 OK �I 60.00 0.40 4907.30 4905.62 2.70 2.08 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 2 FEET *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW I j ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION FEET FEET FEET FEET FEET FEET ------------------------------------------------------------------------------- 33.00 12.00 0.00 4909.62 4909.57 4909.29 4909.01 JUMP 34.00 31.00 0.00 4911.42 4911.30 4911.04 4910.35 JUMP 35.00 37.00 0.00 4911.56 4911.41 4911.13 4911.04 JUMP 36.00 209.00 0.00 4912.40 4911.56 4911.45 4911.13 JUMP 55.00 0.01 0.00 4912.40 4912.40 4912.54 4911.45 JUMP 40.00 24.22 24.22 4907.98 4907.50 4909.01 4909.01 PRSS'ED 42.00 102,18 102.11 4909,80 4907,11 4910*55 4909*29 PRSS'ED 41.00 21.34 21.34 4909.72 4907.12 4910.23 4909.29 PRSS'ED 44.00 96.61 93.07 4912.10 4909.01 4911.99 4911.04 JUMP 43.00 27.40 26.40 4912.06 4909.02 4911.95 4911.04 JUMP 45.00 29.13 29.13 4909.83 4909.25 4913.44 4911.13 PRSS'ED 49.00 0.01 0.01 4907.98 4907.98 4909.01 4909.01 PRSS'ED 50.00 0.01 0.01 4909.80 4909.80 4910.55 4910.55 PRSS'ED 51.00 0.01 0.01 4909.72 4909.72 4910.23 4910.23 PRSS'ED 52.00 0.01 0.00 4912.10 4912.10 4911.99 4911.99 SUBCR 53.00 0.01 0.00 4912.06 4912.06 4911.95 4911.95 . SUBCR 54.00 0.01 0.01 4909.83 4909.83 4913.44 4913.44 PRSS'ED 32.00 70.00 0.00 4909.57 4909.29 4909.01 4909.01 JUMP �I 73.00 0.01 0.01 4913.63 4913.63 4913.63 4913.24 PRSS'ED 72.00 163.00 0.00 4913.63 4912.00 4913.24 4910.35 JUMP 60.00 420.00 0.00 4911.30 4909.62 4910.35 4909.29 JUMP PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW *** SUMMARY OF ------------------------------------------------------------------------------- ENERGY GRADIENT LINE ALONG SEWERS UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF LOSS FT K COEF LOSS FT - ID FT ------------------------------------------------------------------------------- 33,0 7.00 34.0 8.00 4910,18 4911.93 0.24 0.00 0,00 0.00 0,00 0.00 0.95 0,04 6,00 0.95 0.04 70.00 4909*90 4911.88 35.0 9.00 4912.02 0.05 0.00 0.00 0.95 0.04 8.00 4911.93 36.0 10.00 4912.98 0.91 0.00 0.00 0.95 0.04 9.00 4912.02 55.0 20.00 4913.43 0.00 0.50 0.45 0.00 0.00 10.00 4912.98 40.0 16.00 4910.60 0.70 0.00 0.00 0.00 0.00 6.00 4909.90 42.0 14.00 4910.75 0.36 1.00 0.20 0.00 0.00 7.00 4910.18 41.0 15.00 4910.36 0.05 1.00 0.13 0.00 0.00 7.00 4910.18 44.0 11.00 4912.02 0.06 1.00 0.04 0.00 0.00 8.00 4911.93 43.0 13.00 4912.00 0.02 1.00 0.05 0.00 0.00 8.00 4911.93 45.0 12.00 4915.55 1.42 1.00 2.11 0.00 0.00 9.00 4912.02 49.0 104.00 4910.60 0.00 0.00 0.00 0.00 0.00 16.00 4910.60 50.0 105.00 4910.75 0.00 0.00 0.00 0.00 0.00 14.00 4910.15 51.0 106.00 4910.36 0.00 0.00 0.00 0.00 0.00 15.00 4910.36 52.0 107.00 4912.03 0.00 0.00 0.00 0.00 0.00 11.00 4912.02 53.0 108.00 4912.00 0.00 0.00 0.00 0.00 0.00 13.00 4912.00 54.0 109.00 4915.55 0.00 0.00 0.00 0.00 0.00 12.00 4915.55 32.0 6.00 4909.90 0.89 0.00 0.00 0.00 0.00 500.00 4909.01 73.0 110.00 4914.27 0.17 0.00 0.00 0.00 0.00 71.00 4914.10 72.0 71.00 4914.10 2.22 0.00 0.00 0.00 0.00 70.00 4911.88 60.0 70.00 4911.88 1.70 0.00 0.00 0.00 0.00 7.00 4910.18 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. 1 LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. *** SUMMARY OF EARTH EXCAVATION VOLUME FOR COST ESTIMATE. THE TRENCH SIDE SLOPE 1 = ------------------------------------------------------------------------------- MANHOLE GROUND INVERT MANHOLE ID NUMBER ELEVATION ELEVATION HEIGHT FT FT FT ------------------------------------------------------------------------------- 6.00 4911.60 4905.57 6.03 7.00 4911.70 4905.61 6.09 8.00 4914.20 4907.41 6.79 9.00 4914.24 4907.56 6.68 10.00 4914.64 4908.40 6.24 11.00 4913.72 4910.60 3.12 12.00 4913.57 4908.58 4.99 13.00 4913.72 4910.56 3.16 14.00 4911.27 4908.30 2.97 15.00 4911.70 4908.22 3.48 16.00 4910.98 4906.48 4.50 20.00 4914.64 4908.40 6.24 104.00 4910.98 4906.48 4.50 105.00 4911,27 4908.30 2.97 106.00 4911.70 4908.22 3.48 �I i 107.00 4913.72 4910.60 3.12 108.00 4913.72 4910.56 3.16 109.00 4913.57 4908.58 4.99 500.00 4912.13 4905.29 6.84 70.00 4914.00 4907.30 6.70 71.00 4915.94 4911.63 4.31 110.00 4915.94 4911.63 4.31 ------------------------------------------------------------------------------- SEWER UPST TRENCH WIDTH DNST TRENCH WIDTH TRENCH WALL EARTH ID NUMBER ON GROUND AT INVERT ON GROUND AT INVERT LENGTH THICKNESS VOLUME FT FT FT FT FT INCHES CUBIC YD 1------------------------------------------------------------------------------- 11 i, 33.00 16.80 15.36 16.70 15.36 12.00 8.14 48.4 34.00 18.20 15.36 18.05 15.36 31.00 8.14 138.7 35.00 18.00 15.36 18.22 15.36 37.00 8.14 165.4 �i 36.00 17.12 15.36 18.00 15.36 209.00 8.14 896.3 55.00 17.12 15.36 17.12 15.36 0.01 8.14 0.0 40.00 9.08 3.92 11.29 3.92 24.22 2.50 30.4 42.00 6.02 3.92 12.26 3.92 102.18 2.50 117.0 41.00 7.04 3.92 12.25 3.92 21.34 2.50 25.7 „r 44.00 6.32 3.92 13.47 3.92 96.61 2.50 126.1 43.00 6.40 3.92 13.45 3.92 27.40 2.50 35.8 45.00 10.35 3.63 12.86 3.63 29.13 2.25 43.5 49.00 9.08 3.92 9.08 3.92 0.01 2.50 0.0 50.00 6.02 3.92 6.02 3.92 0.01 2.50 0.0 51.00 52.00 7.04 6.32 3.92 3.92 7.04 6.32 3.92 3.92 0.01 0.01 2.50 2.50 0.0 0.0 53.00 6.40 3.92 6.40 3.92 0.01 2.50 0.0 54.00 10.35 3.63 10.35 3.63 0.01 2.25 0.0 32.00 16.70 15.36 18.32 15.36 70.00 8.14 299.4 73.00 8.12 4.50 8.12 4.50 0.01 3.00 0.0 72.00 8.12 4.50 7.50 4.50 163.00 3.00 156.7 60.00 18.04 15.36 16.81 15.36 420.00 8.14 1783.5 TOTAL EARTH VOLUME FOR SEWER TRENCHES = 3867.04 CUBIC YARDS EARTH VOLUME WAS ESTIMATED TO HAVE BOTTOM WIDTH=DIAMETER OR WIDTH OF SEWER + 2 * B B=ONE FEET WHEN DIAMETER OR WIDTH <=48 INCHES B=TWO FEET WHEN DIAMETER OR WIDTH >48 INCHES IF BOTTOM WIDTH <MINIMUM WIDTH, 2 FT, THE MINIMUM WIDTH WAS USED, BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE FOOT SEWER WALL THICKNESS=EQIVLNT DIAMATER IN INCH/12 +1 IN INCHES ED. BACKFILL DE 11 r r APPENDIX E r UD INLET I r r r r r 11 16 1 Y V UO O O m c x ai z M 000 O O O O > 0 0 0 O O O O O m U 0 0 9 M a d a,COO N F- O O C 0 N (O (O M U7 CO V C0 �+ 0) O� F to O00 O, � $ N (D (D CM M O d d C U) 7 O 4) IL 0 0 o O O O 0 E o 0 o O O O o 0 0 0 0 0 0 0 0 d O A U w co (O N� O O r 0o N (O (O M U7 (D w N r M (n N 7 to0i.. c C_ O a r M 0 Q N Q M N N 0 Y V v O O O m c w x m Z +'^ O O O O O O 0 0 0 0 000 O 0 0 0 O O O O R U 0 O 9 M o. N (D coM CO co r r N N r N N c e A O o OD Lo CO F N O W CO (D co o r N N r N N N C N 7 O a E o 0 0 0 0 0 0 0000 000D 0 w d 0 A V w O CO tt) aD i r f� .V.. N co CO M r CD co o r N N r N N y r Cl) CD N d' O 0 C C O IL c r M Q N -Itco Q .y N 0 UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD tiSER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 07-28-2000 AT TIME 16:54:53 10-Y2 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 1 Meiz n P+ 1) ' INLET HYDRAULICS: IN A SUMP. ' GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 ' Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 ' GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 6.88 GUTTER FLOW DEPTH (ft) = 0.30 ' FLOW VELOCITY ON STREET (fps)= 1.87 FLOW CROSS SECTION AREA (sq ft)= 0.64 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: ' IDEAL INTERCEPTION CAPACITY (cfs)= BY FAA HEC-12 METHOD: DESIGN FLOW 8.16 (cfs)= 1.20 FLOW INTERCEPTED (cfs)= 1.20 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 1.20 FLOW INTERCEPTED (cfs)= 1.20 CARRY-OVER FLOW (cfs)= 0.00 ,l 1. ----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY ' - DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD -------- k----------------------------------------------------------- - SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................. N DATE 07-28-2000 AT TIME 16:24:18 ** PROJECT TITLE: HPParkingLot 16 -YP. *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 2 ( bes,yn N- Z) ' INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: ' GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 ' Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 ' GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 7.44 GUTTER FLOW DEPTH (ft) = 0.32 FLOW VELOCITY ON STREET (fps)= 1.90 FLOW CROSS SECTION AREA (sq ft)= 0.72 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 8.41 ' BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 1.38 FLOW INTERCEPTED (cfs)= 1.38 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 1.38 FLOW INTERCEPTED (cfs)= 1.38 CARRY-OVER FLOW (cfs)= 0.00 H t----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------------------------------------------------------ SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO .............................. N DATE 07-28-2000 AT TIME 16:55:25 ** PROJECT TITLE: HPParkingLot 16-YR *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 3 (6es,�, Pig 3) ' INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 ' Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 ' GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 10.56 GUTTER FLOW DEPTH (ft) = 0.38 FLOW VELOCITY ON STREET (fps)= 2.09 FLOW CROSS SECTION AREA (sq ft)= 1.28 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.84 ' BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 2.68 FLOW INTERCEPTED (cfs)= 2.68 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 2.68 ' FLOW INTERCEPTED (cfs)= 2.68 CARRY-OVER FLOW (cfs)= 0.00 '------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------------------------------------------------------------ SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO.............................. ON DATE 07-28-2000 AT TIME 16:24:50 to -YR ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: ' INLET ID NUMBER: 4 (625)V% 14, y i ' INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE (%) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 �. STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 9.50 GUTTER FLOW DEPTH (ft) = 0.36 FLOW VELOCITY ON STREET (fps)= 2.02 FLOW CROSS SECTION AREA (sq ft)= 1.07 GRATE CLOGGING FACTOR M = 50.00 ' CURB OPENNING CLOGGING FACTOR(°%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.35 ' BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 2.14 FLOW INTERCEPTED (cfs)= 2.14 CARRY-OVER FLOW (cfs)= 0.00 ' BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 2.14 FLOW INTERCEPTED (cfs)= 2.14 CARRY-OVER FLOW (cfs)= 0.00 1 I ,------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------------------------------------------------------- USER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO.............................. ON DATE 07-28-2000 AT TIME 16:55:53 *** PROJECT TITLE: HPParkingLot )6-Yk *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 5 (N5�)vn P+• RID) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE (%) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 ' GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 10.84 GUTTER FLOW DEPTH (ft) = 0.38 FLOW VELOCITY ON STREET (fps)= 2.11 FLOW CROSS SECTION AREA (sq ft)= 1.34 GRATE CLOGGING FACTOR (s)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.97 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 2.85 FLOW INTERCEPTED (cfs)= 2.85 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 2.85 ' FLOW INTERCEPTED (cfs)= 2.85 CARRY-OVER FLOW (cfs)= 0.00 '------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT..0 OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------------------------------------------------------------------- USER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................... ON DATE 07-28-2000 AT TIME 16:31:57 PROJECT TITLE: HPParkingLot j 0 -y9 *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 6 Qe5t)h P4, A9) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 10.47 GUTTER FLOW DEPTH (ft) = 0.38 FLOW VELOCITY ON STREET (fps)= 2.08 FLOW CROSS SECTION AREA (sq ft)= 1.26 GRATE CLOGGING FACTOR (s)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.80 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 2.61 FLOW INTERCEPTED (cfs)= 2.61 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 2.61 FLOW INTERCEPTED (cfs)= 2.61 CARRY-OVER FLOW (cfs)= 0.00 t----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD -------------------------------------------------------------------- - SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................. N DATE 08-02-2000 AT TIME 07:34:32 ** PROJECT TITLE: HPParkingLot 10-YK *** CURB OPENING INLET HYDRAULICS AND SIZING: ' INLET ID NUMBER: 7 �tS�M Pf 8� —4 `owD.hcd gcs �-s 8 4 II INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 10.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (°%) = 1.00 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 13.38 GUTTER FLOW DEPTH (ft) = 0.43 FLOW VELOCITY ON STREET (fps)= 3.25 FLOW CROSS SECTION AREA (sq ft)= 1.96 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(°%)= 15.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 19.15 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 6.30 FLOW INTERCEPTED (cfs)= 6.30 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 6.30 FLOW INTERCEPTED (cfs)= 6.30 CARRY-OVER FLOW (cfs)= 0.00 r r t----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD - ----------------------------------------------------------------------=----- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO.............................. N DATE 08-02-2000 AT TIME 07:35:28 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: 1 INLET ID NUMBER: 8 (�es yh P} �3) a Cc,�6��w1 gJ.S �<<i� f 13 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= HEIGHT OF CURB OPENING (in)= INCLINED THROAT ANGLE (degree)= ' LATERAL WIDTH OF DEPRESSION (ft)= SUMP DEPTH (ft)= Note: The.sump depth is additional STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = STREET CROSS SLOPE M = STREET MANNING N = GUTTER DEPRESSION (inch)= GUTTER WIDTH (ft) = I 11 i 1 I STREET FLOW HYDRAULICS: 15.00 6.00 45.00 2.00 0.25 depth to flow depth. 1.00 2.00 0.016 2.00 2.00 WATER SPREAD ON STREET (ft) = 14.78 GUTTER FLOW DEPTH (ft) = 0.46 FLOW VELOCITY ON STREET (fps)= 3.41 FLOW CROSS SECTION AREA (sq ft)= 2.35 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 29.51 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 8.00 FLOW INTERCEPTED (cfs)= 8.00 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 8.00 FLOW INTERCEPTED (cfs)= 8.00 CARRY-OVER FLOW (cfs)= 0.00 ----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD --------------ts--E-R-:-K-E---NVIGINGERY-RDB INC FT. COLLINS COLORADO............................. N DATE 08-02-2000 AT TIME 07:36:06 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 9 4 10 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 15.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL.SLOPE (%) = 1.00 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 I I STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = GUTTER FLOW DEPTH (ft) = FLOW VELOCITY ON STREET (fps)= FLOW CROSS SECTION AREA (sq ft)= GRATE CLOGGING FACTOR M = CURB OPENNING CLOGGING FACTOR(%)= 14.88 0.46 3.42 2.38 50.00 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= BY FAA HEC-12 METHOD: DESIGN FLOW FLOW INTERCEPTED CARRY-OVER FLOW BY DENVER UDFCD METHOD: DESIGN FLOW FLOW INTERCEPTED CARRY-OVER FLOW 29.56 (cfs)= 8.10 (cfs)= 8.10 (cfs)= 0.00 (cfs)= 8.10 (cfs) = . 8.10 (cfs) = 0.00 1 t----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------------- SER:KEVIN N DATE 08-25-2000 AT TIME 11:15:38 ** PROJECT TITLE: HPParkingLot Jo-Y12 *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 10 (Ve5,Tr P+ IS) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: w GIVEN CURB OPENING LENGTH (ft)= 10.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 ' Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 8.84 GUTTER FLOW DEPTH (ft) = 0.34 FLOW VELOCITY ON STREET (fps)= 1.98 FLOW CROSS SECTION AREA (sq ft)= 0.95 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 14.30 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 1.87 FLOW INTERCEPTED (cfs)= 1.87 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 1.87 FLOW INTERCEPTED (cfs)= 1.87 CARRY-OVER FLOW (cfs)= 0.00 I ------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD --------------------------------------------------------------------------- - iJSER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................. ON DATE 07-28-2000 AT TIME 16:44:26 1 1 1 1 1 1 1 1 i 1 1 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 1 j�es•�jn N. � 1 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= HEIGHT OF CURB OPENING (in)= INCLINED THROAT ANGLE (degree)= LATERAL WIDTH OF DEPRESSION (ft)= SUMP DEPTH (ft)= Note: The sump depth is additional STREET GEOMETRIES: )eo —Y1k 5.00 6.00 45.00 2.00 0.25 depth to flow depth. STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 10.56 GUTTER FLOW DEPTH (ft) = 0.38 FLOW VELOCITY ON STREET (fps)= 2.09 FLOW CROSS SECTION AREA (sq ft)= 1.28 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.84 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 2.69 FLOW INTERCEPTED (Cfs)= 2.69 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 2.69 FLOW INTERCEPTED (Cfs)= 2.69 CARRY-OVER FLOW (cfs)= 0.00 t----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR: JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD -------------------------------------------------------------------------- - FSER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 07-31-2000 AT TIME 11:51:35 boo -YK ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 2 �6MS y, H- Zi v, INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 1 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00. STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 1 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 11.31 GUTTER FLOW DEPTH (ft) = 0.39 FLOW VELOCITY ON STREET (fps)= 2.14 FLOW CROSS SECTION AREA (sq ft)= 1.45 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 10.20 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 3.08 FLOW INTERCEPTED (cfs)= 3.08 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 3.08 FLOW INTERCEPTED (cfs)= 3.08 CARRY-OVER FLOW (cfs)= 0.00 ------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL•ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------- USER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 07-28-2000 AT TIME 16:43:42 *** PROJECT TITLE: HPParkingLot 100-U, *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 3 ( bt5 t'yt P4. 3 1 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE (%) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 15.44 GUTTER FLOW DEPTH (ft) = 0.48 FLOW VELOCITY ON STREET (fps)= 2.46 FLOW CROSS SECTION AREA (sq ft)= 2.55 GRATE CLOGGING FACTOR (%)= 50.00 CURB OPENNING CLOGGING FACTOR(°%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.96 ' BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 6.29 FLOW INTERCEPTED (cfs)= 6.29 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 6.29 FLOW INTERCEPTED (cfs)= 6.29 CARRY-OVER FLOW (cfs)= 0.00 r I ------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------------------------------------------------------ ER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO.............................. VS DATE 07-31-2000 AT TIME 11:52:02 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 4 ( oe v, N • 9 ' INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 r LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 tl STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: _ WATER SPREAD ON STREET (ft) = 14.13 GUTTER FLOW DEPTH (ft) = 0.45 FLOW VELOCITY ON STREET (fps)= 2.36 FLOW CROSS SECTION_AREA (sq ft)= 2.16 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.72 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 5.05 FLOW INTERCEPTED (cfs)= 5.05 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 5.05 FLOW INTERCEPTED (cfs)= 5.05 CARRY-OVER FLOW (cfs)= 0.00 I UDINLET: INLET HYDARULICS AND SIZING 11 DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER - SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ---------------------------------------------------------- - SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................. ON DATE 07-28-2000 AT TIME 16:50:08 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: 1, INLET ID NUMBER: 5 ( bm), A4. AID) n 71 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) _ STREET CROSS SLOPE M _ STREET MANNING N = GUTTER DEPRESSION (inch)= GUTTER WIDTH (ft) _ STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) _ GUTTER FLOW DEPTH (ft) _ FLOW VELOCITY ON STREET (fps)= FLOW CROSS SECTION AREA (sq ft)= GRATE CLOGGING FACTOR (%)_ CURB OPENNING CLOGGING FACTOR(%)= 0.50 2.00 0.016 2.00 2.00 15.81 0.48 2.49 2.67 50.00 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 10.02 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= FLOW INTERCEPTED (cfs)= CARRY-OVER FLOW (cfs)= BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= FLOW INTERCEPTED (Cfs)= CARRY-OVER FLOW (cfs)= too-YK flow depth. 6.70 6.70 0.00 6.70 6.70 0.00 LJ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER i SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------------------- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO.............................. N DATE 07-31-2000 AT TIME 11:52:27 ** PROJECT TITLE: HPParkingLot *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 6 ( Qcs�w Pf • M ) ' INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (°s) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 1, I 1 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 15.34 GUTTER FLOW DEPTH (ft) = 0.47 FLOW VELOCITY ON STREET (fps)= 2.45 FLOW CROSS SECTION AREA (sq ft)= 2.52 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.94 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 6.17 FLOW INTERCEPTED (Cfs)= 6.17 CARRY-OVER FLOW (Cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 6.17 FLOW INTERCEPTED (cfs)= 6.17 CARRY-OVER FLOW (cfs)= 0.00 J UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ---------------------------------------------------------------------- - SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................. N DATE 08-02-2000 AT TIME 07:37:34 #** PROJECT TITLE: HPParkingLot 11 r� I *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 7 tbmpt P+- 6 -� to kAd gcsw.5 & II INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 10.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 1.00 STREET CROSS SLOPE (s) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 18.81 GUTTER FLOW DEPTH (ft) = 0.54 FLOW VELOCITY ON STREET (fps)= 3.86 FLOW CROSS SECTION AREA (sq ft)= 3.71 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 15.00 INLET INTERCEPTION CAPACITY: flow depth. IDEAL INTERCEPTION CAPACITY (cfs)= 21.10 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 14:30 FLOW INTERCEPTED (cfs)= 14.30 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 14.30 FLOW INTERCEPTED (cfs)= 14.30 CARRY-OVER FLOW (cfs)= 0.00 ----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD tts--E-R-:-KE--VI--N--G-IN--G-E-R-Y---R-DB--- N DATE 08-02-2000 AT TIME 07:38:40 ** PROJECT TITLE: HPParkingLot 100-iP- *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 8 LDM5�, K. 13) > lowb,hed gks-ks 91 ll, y 13 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 15.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 1.00 STREET CROSS SLOPE (%) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 20.59 GUTTER FLOW DEPTH (ft) = 0.58 FLOW VELOCITY ON STREET (fps)= 4.06 FLOW CROSS SECTION AREA (sq ft)= 4.41 GRATE CLOGGING FACTOR (%)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 32.56 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 17.90 FLOW INTERCEPTED (cfs)= 17.90 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 17.90 FLOW INTERCEPTED (cfs)= 17.90 CARRY-OVER FLOW (cfs)= 0.00 i.. , ----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------------- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO.............................. N DATE 08-02-2000 AT TIME 07:39:52 ** PROJECT TITLE: HPParkingLot �oo-YR *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 9 (hxst9N P4. 16) l INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 15.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 1.00 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 20.50 GUTTER FLOW DEPTH (ft) = 0.58 FLOW VELOCITY ON STREET (fps)= 4.05 FLOW CROSS SECTION AREA (sq ft)= 4.37 GRATE CLOGGING FACTOR (s)= 50.00 ma CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: 1 IDEAL INTERCEPTION CAPACITY (cfs)= 32.51 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 17.80 FLOW INTERCEPTED (cfs)= 17.80 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 17.80 ' FLOW INTERCEPTED (cfs)= 17.80 CARRY-OVER FLOW (cfs)= 0.00 t------------------------------------------------------------------ ----------- UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------------- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO .............................. N DATE 08-25-2000 AT TIME 11:10:54 ** PROJECT TITLE: HPParkingLot 100-Yk *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 10 (bts�h P+. Is) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 10.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth., STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 - GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 13.00 GUTTER FLOW DEPTH (ft) = 0.43 FLOW VELOCITY ON STREET (fps)= 2.27 FLOW CROSS SECTION AREA (sq ft)= 1.86 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 19.01 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 4.18 FLOW INTERCEPTED (cfs)= 4.18 / CARRY-OVER FLOW (cfs) = 0. 00�/ (60 BY DENVER UDFCD METHOD: DESIGN.FLOW (cfs)= 4.18 FLOW INTERCEPTED (cfs)= 4.18 CARRY-OVER FLOW (cfs)= 0.00 0 APPENDIX F MASTER PLAN UPDATE 17 I Undated Mod-SWMM model: ' The master Mod-SWMM model generated in the "Detailed Hydraulic Study — Regional Detention Facilities — Hewlett-Packard Company — Fort Collins, Colorado" dated July 3, 2000, was modified to reflect changes proposed in this drainage report. Basin 35 was ' added to the model under the new hyetograph for- the proposed parking lot in the Northeast portion of the site. The area of Basin 30 was reduced where the parking lot encroached into the basin to avoid double accounting of the area. Basin 32 was modeled ' under the new hyetograph to determine its impact on flows in the regional channel, which will be routed through the proposed box culvert. Basin 32 was modeled with full build - out assumptions in the Detailed Hydraulic Study so no other basin parameters were modified in this model. Finally, the synthetic pond -rating curve for the Dam Pond (conveyance element 42) was linearly extrapolated by approximately 16 cfs to contain the ' final discharge. This extrapolation is small enough that any errors introduced should be negligible and the output of the model is deemed reliable. ' Output from this model is included in this appendix. The resulting discharge in the regional channel is 302.9 cfs (CE 40). This flow was used in the LTD -Sewer run to size the proposed box culvert. The resulting discharge from the dam pond is 136.0 cfs. This ' is still significantly below the maximum allowable release of 162 cfs established in the Master Drainage Report last revised in 1990. In order to verify these results, the same modifications were made to the EXTRAN SWMM model generated in the above -mentioned detailed hydraulic study. The resulting discharge in the regional channel is 277.0 cfs (CE 73). This discharge is smaller than that ' generated by the final SWMM model because basin 30 was further subdivided in this EXTRAN SWMM model to generate additional hydrographs for input into the EXTRAN model. The more conservative regional channel flow of 302.9 cfs was used to size the box culvert. Output from this model is included in this appendix. The new hydrograph at conveyance element 73 was then put into the EXTRAN model. ' This was the only modification made to the EXTRAN model. The model was then run to establish the affect of the parking lot and the build -out of basin 32. Output from this model is included in this appendix and the results are summarized in Table F-1. ' Discharge from the Dam Pond increases by approximately 16.6 cfs to a total of 138.97 cfs. This is still well within the established maximum of 162 cfs. Water surface elevations typically increased by less than 0.10' except for those in the regional channel ' where the water surface elevation increased by 0.20'. This increase is being addressed by additional berming along the northeast side of the parking lot and by piping the regional channel flows in a new reinforced concrete box culvert. ' Discrepancies between the EXTRAN model and the final SWMM model are on the order of 2%. Errors of this magnitude are judged to be acceptable. Although the EXTRAN ' model should be referred to for more accurate results, the final SWMM model should be considered valid and should be used to model any further developments in this basin. I BASIN MODIFICATIONS 1 1 1 1 .1 1 1 1 1 1 THE SEAR -BROWN GROUP n3ksI N 3 2 Project: YfY '/'v-p`1 4 By: Project No. Checked: Date: ✓ Sheet of T Ag-cA = 30,7 A 90 1MP PILZ;)cr '( 39 AC- Fj;rg. EKPAK�SICW Z. ! �C IbTA-C, AQVL' (MP 13,9 Ac QFF( G.E g AcG nM� AT Ar W. PA�k I ►s c�w f ►�1€►�) S,1 AGsL �t-v 20.3 Ac. ) N iip N . PA (L►c-1 �� cT(wjM�%f, 2 Est-V-Af,) Pf?014 c. PUK1,J r )ZOA-T) ot,�5oc-per A� 4-6-A PerweetJ 5."s 5, Ac, 30,7 TNT It) I Ail P. f5t - OA-5(N 32 UteD 1,V 7Tfe7 SW M A4 MOD &2- 7Z 6EJ ExTz-AN I N r=Lo4,fs WAS 79% . (P� 38 o� w grrzAN �6�r %I3loo � rirE RCV05CD Cl 5I t'z�- PLArl WILL i Jo k WI rH TI-I E F-X t5-n �rq Vq-EnM VIMJ rACI 1.1-n E'S . NO M6PFIC-Apnol-s TD .Asti( PV�errz-7 s IS N Alzy T7 MOB 771s F-Izo+x7SCO LE:xf>ANsicvJ. 7'rt>: )3atsAN Pie-g-e--ZY MZ-Os 7z 656 MUVCD �D 714(57 Nam► 3, & l If wmX29 Rk i 1 I U 1 1 I �1 I I THE SEAR BROWN GROUP Project: r't' I/Jy Project No. � By:,s E Checked: Date:A MAY a Sheet_of_� 4erA = 11, 00 At C :5F=) L EN4TI+ = 1` Da' (ZE 4 f.-tk FPS- OF 360') f aumvS /fl4EA l$ 9�5 5F IDS IM FWV" o = 90/ �oF 09s % 645suMeDia rsc opu ►vALENT-- Td K64aNat.00ANN-a- APE) �iN wl pry = 18� 4 `fz /moo _ 6 = New Bus -" D�,S CE /5 /s gi4-5/iq ,�U AV -EA 5v5TT-4cT-r-n M fiN --f>0 = f,e a(- C77, Pew MCA OF eh5oV 30 = 73-1,8 _ Z1,Z ac �T—z=. ; CE 73 MAY, FLOtAJ = 2770 CGS (6-gloaf ;, Our) I [1 r i I I MODIFIED EXTRAN SWMM MODEL 1 1 I r I I I [l I I THE SEAR -BROWN GROUP 1 1 1 I 1 1 _C V J r� S LL 11 11 Project: H P Ex+r,., J o nU Project No. 'Tq9-oa ! By: SWAM UJ.04,1 c Checked: Oates c6p S/11141e Sheet Z of T SY S ` s S. Z d ° U d S o v37 Q �0ODo M rXy f J ti N r' � f a V 1 '�^ V I C � j r! S S Q V U l 6 J r J - r= O f f Q -K^ �+ T c� i O f �Q ii a T S T \ T' Ld Q ' \ I SEAR -BROWN i 1 1 1 I 1 a 1 / r 1 1 1 0 1 j 9 `♦` 35 32 1 '♦ 4.2 - HP EXTRAN Model SWMM Basins Scale: 1 "=300' .'r W Iry s rm 1 ` r. i TO 4 AP iF 6.4 ;. _ M. `.J ' THE SEAR -BROWN GROUP 2 1 1 2 3 4 WATERSHED 0 SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT 96 0000 5.0 2 1. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 0.00 1,11 1,14 1,33 2,13 2.84 1,49 9,91 4,12 2.48 1,46 1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.73 0.71 0.69 0.67 0.00 * * Prepared for: IDC - HP, FORT COLLINS, CO * SWMM proposed developed condition, 100-yr recurrence interval * Updated from Hewlett-Packard Detailed Hydraulic Study (799001E1.DAT) * Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) * Updated from Symbios Logic Overall Drainage Plan (714001S1.DAT) * This SWMM Model used to generate hydrographs for EXTRAN Model * Index of Printed Conveyance Elements * 38 Regional Channel flowing into north pond * 60 Closed system flow into west end of pipe system west of north pond * 61 Parking lot area draining to connecting pipe between south ponds * 62 Parking lot area draining to middle of closed system * 63 Overland flow to North pond '* 64 Overland flow to Southeast Pond * 65 Overland flow to Dam pond * 70 Undetained Inflow to south west pond, not including closed system inflow * ' 2 .016 .25 .1 .3 .51 .5 .0018 1 21 125 9627 66.3 40 .004 1 24 127 2600 10.6 40 .003 * Symbios Logic property 1 23 126 6810 46.9 17.0 .008 1 31 128 7536 51.9 49.7 .008 * Off -site to west of Symbios 1 20 124 7304 50.3 5 .008 * Hewlett-Packard property * BASIN 32 MODIFIED 13 JULY 00 TO SWITCH TO NEW HYETOGRAPH FOR PROPOSED EXPANSION 2 32 71 4458 30.7 79 .003 1 33 65 2047 14.1 4 .050 1 34 70 7171 54.9 67 .015 * BASIN 30 MODIFIED 16 MAY 00 (JJF) TO SUBTRACT AREA FOR PROPOSED PARKING LOT 1 30 72 2613 16.2 73 .007 * BASIN 35 ADDED 16 MAY 00 (JJF) FOR PROPOSED PARKING LOT 2 35 72 611 4.2 90 .019 1 50 60 2425 16.7 75 .005 1 51 61 697 4.8 73 .075 1 52 62 770 5.3 77 .005 1 53 63 726 5.0 24 .026 1 54 64 514 2.4 14 .120 0 0 1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 * CE 71 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 32 1 71 38 0 1 5.0 650.0 .0037 4.0 4.0 .035 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 * CE 72 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 30 1 72 73 0 1 5.0 950.0 .0043 4.0 4.0 .035 10.00 * CE 38 UPDATED 22 MAY 98 (CGP) SLOPE 0.0046 TO 0.0043 TO MATCH HP BLDG 5 PLANS 1 38 73 0 1 5.0 1900.0 .0043 4.0 4.0 .035 10.00 ' 1 73 40 0 3 0 40 43 10 2 01 100.0 01 .023 01 0.00 0.00 0.44 20.00 0.98 20.00 1.61 20.0 2.35 24.0 3.25 50.0 4.74 80.0 7.03 100.0 8.23 110.0 9.86 250.0 ' 1 43 42 0 5 4.0 650.0 .025 0.0 0.0 .016 4.00 50.0 650.0 .025 50.0 50.0 .035 100.0 * CE 70 DIRECT FLOW NODE ADDED TO GENERATE UNDETAINED HYDROGRAPH FOR INPUT INTO * EXTRAN MODEL JJF 16 MAR 00 M.VOBS7564-0141dataTXTRAN2KtModeMlod-SWMM1parldngZ64014P3.doc 1 of 12 Printed: 10:42 AM, 07/13/00 THE SEAR -BROWN GROUP rl 1 70 39 0 3 0 39 41 11 2 .01 100.0 .01 .023 .01 0.00 0.00 0.06 2.00 1.04 31.0 2.10 38.0 3.23 46.00 4.45 52.00 5.37 54.0 5.78 56.0 7.16 60.0 8.66 64.00 10.28 68.0 1 41 42 0 5 4.7 300.0 .050 0.0 0.0 .016 4.70 50.0 300.0 .025 50.0 50.0 .035 100.00 0 42 203 8 2 .01 0.1 .11 .001 100.0 0 .0 2.0 21.0 4.2 22.5 6.90 23.5 9.9 24.2 13.4 25.0 16.4 214.5 19.6 575.6 1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. 008 12.0 12.0 .016 0,50 10.0 1513. .008 50.0 50.0 .020 10.00 * THEORETICAL 3-POINT RATING CURVES FOR FUTURE UPSTREAM DETENTION PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5:33 24.0 7.0 24.0 1 214 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.70 30.5 8.0 30.5 215 36 3 2 0.1 100.0 .010 .013 0.1 .0 .0 6.70 17.5 8.0 17.5 * Future off -site detention pond to west of Symbios * THEORETICAL 3-POINT RATING CURVE * 2nd pt changed (0.0,15.8) to (0.1.15.8) to fix nonconvergence 22 MAY 98 (CGP) 212 126 3 2 0.1 100.0 .010 .013 0.1 0 .0 0.1 15.8 10.0 15.8 0 8 1 73 60 61 62 63 64 65 70 ENDPROGRAM r I I I r M.YOBS\564-0141data\PXfRAN2KMModel\Mod-SWMMtparldng1664014P3.doc 2 of 12 Pdnted: 10:42 AM, 07/13/00 ' THE SEAR -BROWN GROUP ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 \, DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973), HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION. CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) TAPE OR DISK ASSIGNMENTS JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 . 0 0 0 0 0 1 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED ' *** ENTRY MADE TO RUNOFF MODEL *** t WJOBS\564-014\data\PXTR4N2K\Model\Mod-SWMM\parldng\564014P3.doc 3 of 12 Printed: 10:42 AM, 07/13/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT ' NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS. THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 FOR RAINGAGE NUMBER 2 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 .73 .71 .69 .67 .00 r r r r r r r r r r r M.UOBS%564-014Wata1EXTRAN2K1ModelXMod-SWMMtparldng15fi4014P3.dw 4 of 12 Printed: 10:42 AM. 07/13/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT 'SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 21 125 9627.0 66.3 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 24 127 2600.0 10.6 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 23 126 6810.0 46.9 17.0 1 31 128 7536.0 51.9 49.7 .0080 .0080 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 1 20 124 7304.0 50.3 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 32 71 4458.0 30.7 79.0 .0030 .016 .250 .100 .300 .51 .50 .00180 2 33 65 2047.0 14.1 4.0 .0500 .016 .250 .100 .300 .51 .50 .00180 1 34 70 7971.0 54.9 67.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 30 72 2613.0 16.2 73.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 35 72 610.0 4.2 90.0 .0090 .016 .250 .100 .300 .51 .50 .00180 2 50 60 2425.0 16.7 75.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 51 61 697.0 4.8 73.0 .0750 .016 .250 .100 .300 .51 .50 .00180 1 52 62 770.0 5.3 77.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 53 63 726.0 5.0 24.0 .0260 .016 .250 .100 .300 .51 .50 .00180 1 54 64 514.0 2.4 14.0 .1200 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS. 15 TOTAL TRIBUTARY AREA (ACRES). 380.30 I I I I Ll 1 MUOBSZ64-0141datalEXTRAN2K\ModeKMod-SWMMlparkmp\564014P3.doc Sot 12 Printed: 10:42 AM, 07/13/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT I i*** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** 1 I I I I 11 I I I WATERSHED AREA (ACRES) 380.300 TOTAL RAINFALL (INCHES) 2.962 TOTAL INFILTRATION (INCHES) .530 TOTAL WATERSHED OUTFLOW (INCHES) 2.244 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .188 ERROR IN CONTINUITY. PERCENTAGE OF RAINFALL .000 IM UOBS\564-014Wata\F_XTRAN2KtModel\Mod-SWMMtparkingl564014P3.dm 6 of 12 Printed: 10:42 AM, 07/13100 THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000; SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER NUMBER GUTTER NIP CONNECTION NP OR DIAM LENGTH (FT) (FT) SLOPE (FT/FT) HORIZ L TO VERT R MANNING N DEPTH (FT) JK 36 35 0 1 CHANNEL 3.0 900. .0037 4.0 4.0 .060 10.00 1 71 38 0 1 CHANNEL 5.0 650. .0037 4.0 4.0 .035 10.00 1 35 38 0 1 CHANNEL 5.0 1300. .0037 4.0 4.0 .035 10.00 1 72 73 0 1 CHANNEL 5.0 950. .0043 4.0 4.0 .035 10.00 1 38 73 0 1 CHANNEL 5.0 1900. .0043 4.0 4.0 .035 10.00 1 73 40 0 3 .0 0. .0010 .0 .0 .001 10.00 1 40 43 10 2 PIPE .0 100. .0100 .0 .0 .023 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 20.0 1.0 20.0 1.6 20.0 2.4 24.0 3.3 50.0 4.7 80.0 7.0 100.0 8.2 110.0 9.9 250.0 43 42 0 5 PIPE 4.0 650. .0250 .0 .0 .016 4.00 1 OVERFLOW 50.0 650. .0250 50.0 50.0 .035 100.00 70 39 0 3 .0 0. .0010 .0 .0 .001 10.00 1 39 41 11 2 PIPE .0 100. .0100 .0 .0 .023 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 1.0 31.0 2.1 38.0 3.2 46.0 4.5 52.0 5.4 54.0 5.8 56.0 7.2 60.0 8.7 64.0 10.3 68.0 41 42 0 5 PIPE 4.7 300. .0500 .0 .0 .016 4.70 1 OVERFLOW 50.0 300. .0500 50.0 50.0 .035 100.00 42 203 8 2 PIPE .0 0. .1100 .0 .0 .001 100.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 21.0 4.2 22.5 6.9 23.5 9.9 24.2 13.4 25.0 124 212 16.4 0 214.5 1 19.6 575.6 CHANNEL .0 850. .0080 30.0 30.0 .035 10.00 1 125 213 0 1 CHANNEL 2.0 2600. .0040 30.0 30.0 .016 100.00 1 126 214 0 1 CHANNEL .0 1600. .0080 4.0 4.0 .035 10.00 1 127 128 35 215 0 0 1 4 CHANNEL 2.0 1300. CHANNEL .0 1513. .0060 .0080 30.0 12.0 30.0 12.0 .016 .016 100.00 .50 1 1 OVERFLOW 10.0 1513. .0080 50.0 50.0 .020 10.00 213 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR .0 STORAGE IN .0 ACRE-FEET VS SPILLWAY OUTFLOW 5.3 24.0 7.0 24.0 214 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 . RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.7 17.5 8.0 17.5 212 126 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' 0 .0 .1 15.8 10.0 15.8 TOTAL NUMBER OF GUTTERS/PIPES. 21 I M:VOBS7564-0141datatEXTRAN2KModel\Mod-SWMMtparking\,564014P3.doo 7of 12 Printed: 10:42 AM, 07/13/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT �i . ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE 35 36 127 213 214 0 0 36 215 0 0 0 0 0 38 71 35 0 0 0 0 39 70 0 0 0 0 0 40 73 0 0 0 0 0 41 39 0 0 0 0 0 42 43 41 0 0 0 0 43 40 0 0 0 0 0 71 0 0 0 0 0 0 72 0 0 0 0 0 0 124 0 0 0 0 0 0 125 0 0 0 0 0 0 126 212 0 0 0 0 0 127 0 0 0 0 0 0 128 0 0 0 0 0 0 212 124 0 0 0 0 0 213 125 0 0 0 0 0 214 126 0 0 0 0 0 215 128 0 0 0 0 0 I TRIBUTARY SUBAREA D.A.(AC) 0 0 0 0 0 0 0 0 0 0 0 0 0 226.0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 0 0 0 0 0 0 0 0 0 0 0 0 0 256.7 0 0 0 0 0 0 0 0 0 0 0 0 0 54.9 0 0 0 0 0 0 0 0 0 0 0 0 0 277.1 0 0 0 0 0 0 0 0 0 0 0 0 0 54.9 0 0 0 0 0 0 0 0 0 0 0 0 0 332.0 0 0 0 0 0 0 0 0 0 0 0 0 0 277.1 0 0 0 32 0 0 0 0 0 0 0 0 0 30.7 0 0 0 30 35 0 0 0 0 0 0 0 0 20.4 0 0 0 20 0 0 0 0 0 0 0 0 0 50.3 0 0 0 21 0 0 0 0 0 0 0 0 0 66.3 0 0 0 23 0 0 0 0 0 0 0 0 0 97.2 0 0 0 24 0 0 0 0 0 0 0 0 0 10.6 0 0 0 31 0 0 0 0 0 0 0 0 0 51.9 0 0 0 0 0 0 0 0 0 0 0 0 0 50.3 0 0 0 0 0 0 0 0 0 0 0 0 0 66.3 0 0 0 0 0 0 0 0 0 0 0 0 0 97.2 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 , M:UOBS\564-014\data\EXTRAN2K\ModeRMod-SWMM\parking\564014P3.dm 8of 12 Printed: 10:42 AM. 07/13/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY.2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT .'HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 8 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 60 61 62 63 64 65 70 73 0 5. .01 .01 .00 .00 .00 .00 .03 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 10. .06 .04 .02 .01 .00 .01 .19 .02 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 15. 7.27 5.14 2.32 2.33 1.06 1.91 23.33 2.17 .00( ) .00( ) .00( ) .00( ) 00( ) .00( ) .00( ) .00( ) 0 20. 16.11 5.89 5.19 1.74 .00 .00 49.74 12.50 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 25. 30.26 11.36 9.78 4.44 2.02 3.59 91.91 35.25 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 30. 62.42 23.24 20.18 9.69 5.26 13.61 189.48 84.15 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 35. 123.74 45.27 39.91 23.94 16.09 49.45 378.46 196.56 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 40. 68.00 10.69 21.93 12.87 7.89 44.47 207.18 277.03 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 45. 43.41 13.55 13.84 13.83 7.75 38.61 139.06 255.60 .00( ) 00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 0 50. 33.00 4.50 10.50 8.82 3.21 29.48 106.71 214.92 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) :00( ) .00( ) 0 55. 24.11 8.56 7.60 9.01 4.27 24.36 81.23 182.32 1 0. 19.30 00( ) .00( ) .00( 1.02 6.11 ) .00( ) 5.08 .00( ) 1.18 .00( ) 18.13 63.84 .00( ) 159.30 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 5. 13.26 5.73 4.15 5.73 2.49 14.32 46.37 143.63 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 10. 11.57 .00 3.66 2.62 .10 10.63 38.47 132.95 .00( ) 00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 15. 7.82 3.77 2.43 3.93 1.71 8.66 28.23 125.43 .00( ) .00( ) .00( ) .00( ) .00( ) ) ) ) 1 20. 7.97 .00 2.53 1.38 .00 .00( 6.76 26.28 .00( 119.99 .00( .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 25. 5.11 2.57 1.58 2.97 1.05 5.70 18.97 115.78 .00( ) 00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 30. 5.74 .00 1.83 .62 .00 4.57 18.66 112.34 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 35. 3.77 1.93 1.16 2.48 .70 4.07 14.25 109.59 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 40. 4.88 .00 1.56 .24 .00 3.27 15.52 107.31 .00( ) .00( ) 00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 45. 3.19 1.82 .99 2.17 .52 3.05 12.04 105.40 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 50. 4.48 .00 1.44 .00 .00 2.44 13.91 103.76 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 55. 2.33 1.49 .72 1.84 .37 2.28 9.04 102.18 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 0. 3.38 .00 1.09 .00 .00 1.82 10.25 100.59 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 5. 1.12 .74 .33 1.26 .22 1.70 5.10 97.91 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 10. 2.15 .00 .70 .00 .00 1.31 6.31 93.56 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 15. .33 .23 .08 .85 .12 1.31 2.57 88.83 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 20. 1.61 .00 .53 .00 .00 .97 4.56 84.75 M:UOBS\564-014\data\EXTRAN2K\ModePMod-SWMM1parldng%564014P3.doc 9 W 12 Printed: 10:42 AM, 07/13/00 THE SEAR -BROWN GROUP ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 25. .00 .10 .00 .64 .08 1.03 1.30 81.53 2 30. .00( ) 1.28 .00( ) .00 .00( ) .39 .00( ) .00 .00( ) .00 .00( ) .73 .00( ) 3.60 .00( ) 79.04 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 35. .00 .05 .00 .50 .05 .81 .55 77.12 .00( ) .00( ) .00( ) ) .00( ) .00( ) .00( ) ) 2 40. .89 .00 .27 .00( .00 .00 .55 3.01 .00( 75.62 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 45. .00 .03 .00 .39 .03 .65 .07 74.41 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 50. .64 .00 .20 .00 .00 .41 2.61 73.41 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 55. .00 .02 .00 .31 .01 .53 .00 72.52 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 0. .48 .00 .14 .00 .00 .30 2.05 71.70 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 5. .00 .01 .00 .24 .00 .43 .00 70.92 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 10. .36 .00 .11 .00 .00 .21 1.59 70.16 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 15. .00 .01 .00 .19 .00 .36 .00 69.43 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 20. .28 .00 .08 .00 .00 .14 1.25 68.72 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 25. .00 .01 .00 .15 .00 .29 .00 68.02 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 30. 21 .00 .06 .00 .00 .08 .98 67.35 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 35. .00 .01 .00 .12 .00 .24 .00 66.70 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 40, Al .00( ) .00 .00( ) .05 .00( ) .00 .00( ) .00 .00( ) .04 .00( ) .77 .00( ) 66,06 .00( ) 3 45. .00 .01 .00 .09 .00 .20 .00 65.44 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 50, 13 .00( ) .00 .00( ) .04 .00( ) .11 .00( ) .01 .00( ) .00 .00( ) .10 .00( ) 64,14 .00( ) 3 55. .00 .00 .00 .07 .00 .17 .00 64.20 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 0. 10 .00 .13 .00 .00 .00 .47 63.43 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 5. .00 .00 .00 .05 .00 .12 .00 62.52 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 10. .07 .00 .02 .00 .00 .00 .36 61.52 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 15. .00 .00 .00 .03 .00 .07 .00 60.46 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 20. .06 .00 .02 .00 .00 .00 .27 59.39 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) AN ) .00( ) 4 25. .00 .00 .00 .02 .00 .04 .00 58.32 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 30. .05 .00 .02 .00 .00 .00 .20 57.26 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 35. .00 .00 .00 .01 .00 .01 .00 56.21 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 40. .04 .00 .02 .00 .00 .00 .15 55.19 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 45. .00 .00 .00 .01 .00 .00 .00 54.19 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 50. .04 .00 .01 .00 .00 .00 .11 53.22 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 55. .00 .00 .00 .00 .00 .00 .00 52.27 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 0. .03 .00 .01 .00 .00 .00 .09 51.34 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( > 5 5. .00 .00 .00 .00 .00 .00 .00 50.43 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 10. .03 .00 .01 .00 .00 .00 .08 49.55 �r 5 15. .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) 48.69 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 20. .03 .00 .01 .00 .00 .00 .07 47.85 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) M:VOBSt564-0141dataT-XlRAN2K1ModePMod-SWMMlparidngt564014P3.do 10 of 12 Printed: 10:42 AM, 07/13/00 THE SEAR -BROWN GROUP ' 5 25. .00 .00 .00 .00 .00 .00 .00 47.03 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 30. 02 .00( ) .00 .00( ) .Ol .00( ) 00 .00( ) .11 .00( ) .00 .00( ) .06 .00( ) 46.23 .00( ) 5 35. .00 .00 .00 .00 .00 .00 .00 45.45 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 40, 02 .11 11 .11 .01 .00 .06 44.69 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 45. .00 .00 .00 .00 .00 .00 .00 43.95 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 50. .02 .00 .01 .00 .00 .00 .05 43.23 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 55. .00 .00 .00 .00 .00 .00 .00 42.53 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 0. .02 .00 .01 .00 .00 .00 .05 41.84 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 5. .00 .00 .00 .00 .00 .00 .00 41.16 .00( ) .DO( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 10. .02 .00 .01 .00 .00 .00 .04 40.46 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 15. .00 .00 .00 .00 .00 .00 .00 39.71 .00( ) .00( ) .00( ) .OD( ) .DO( ) .OD( ) .00( ) .DO( ) 6 20. .02 .00 .01 .00 .00 .00 .04 38.91 .00( ) 00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 25. .00 .00 .00 .00 .00 .00 .00 38.05 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 30. .01 .00 .00 .00 .00 .00 .04 37.15 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .OD( ) 6 35. .00 .00 .00 .00 .00 .00 .00 36.22 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 40. .01 .00 .00 .00 .00 .00 .03 35.27 .DO( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 6 45. .00 .00 .00 .00 .00 .00 .00 34.33 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .DO( ) .OD( ) 6 50. .01 .00 .00 .00 .00 .00 .03 33.38 6 55. .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) 32.46 .00( ) .00( ) .00( ) .00( ) . .00( ) .00( ) .00( ) .00( ) 7 0. .01 .00 .00 .00 .00 .00 .03 31.54 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) �• 7 5. .00 .00 .00 .00 .00 .00 .00 30.65 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 7 10. .01 .00 .00 .00 .00 .00 .03 29.78 7 15. .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) 28.93 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 00( ) .00( ) 7 20. .01 .00 .00 .00 .00 .00 .02 28.11 .00( ) .00( ) .00( ) .00( ) .DO( ) .00( ) .00( ) .00( ) 7 25. .00 .00 .00 .00 .00 .00 .00 27.30 .00( ) .00( ) .00( ) .00( ) .00( ) .OD( ) .00( ) .00( ) 7 30. .01 .00 .00 .00 .00 .00 .02 26.52 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 7 35. .00 .00 .00 .00 .00 .00 .00 25.77 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 7 40. .01 .00 .00 .00 .00 .00 .02 25.03 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 7 45. .00 .00 .00 .00 .00 .00 .00 24.32 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 7 50. .01 .00 .00 .00 .00 .00 .02 23.62 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 7 55. .00 .00 .00 .00 .00 .00 .00 22.95 .00( ) .00( ) 00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 8 0. .01 .00 .00 .00 .00 .00 .02 22.30 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) THE FOLLOWING STABILITY CONVEYANCE PROBLEMS THAT LEAD ELEMENTS HAVE NUMERICAL TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 39 40 41 42 43 212 213 214 215 ', M:VOBS1564-014Wata\EXTRAN2MModePModSWMM\parkinp1564014P3.doo 11 of 12 Panted: 10:42 AM, 07/13/00 THE SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 13 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P3.DAT I *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS CONVEYANCE PEAK STAGE STORAGE ELEMENT (CFS) (FT) (AC -FT) 0 35 75.2 2.0 36 17.5 1.5 38 179.6 2.8 1 39 58.0 .0 6.5 40 106.0 .0 7.8 41 57.9 1.2 42 142.9 .0 15.3 43 106.0 2.2 60 123.7 (DIRECT FLOW) 61 45.3 (DIRECT FLOW) 62 39.9 (DIRECT FLOW) 63 23.9 (DIRECT FLOW) 1 64 16.1 (DIRECT FLOW) 1 65 49.4 (DIRECT FLOW) 1 70 378.5 (DIRECT FLOW) 1 71 199.2 3.1 1 72 121.0 2.4 1 73 277.0 (DIRECT FLOW) 124 89.8 1.1 125 183.5 1.2 126 120.2 2.6 I 127 38.0 .6 I 128 221.7 1.2 203 142.9 (DIRECT FLOW) 212 15.8 .1 4.0 213 24.0 .1 7.8 214 29.4 .1 5.5 215 17.5 .1 7.5 ENDPROGRAM PROGRAM CALLED It 1 1 tND DETENSION DAMS *** TIME IR/MIN) 20. 20. 45. 0. 45. 5. 25. 45. 35. 35. 35. 35. 35. 35. 35. 40. 40. 40. 45. 40. 40. 40. 40. 25. 0. 55. 0. 40. 1 M:UOBS\564-014Wata1EXTRAN2MModeWod-SWMMlparking4564014P3.dm 12 of 12 Printed: 10:42 AM, 07/13/00 I 1 1 I u I 1 1 1 1 1 1 11 MODIFIED EXTRAN MODEL 1 1 SEAR -BROWN 1. 1 1 1 1 1 wrr 1 1 � � 1 a 1 Q 61, 1 ■ W it 0 0 7 Y 1� W W f N _ . HP EXTRAN Model Legend 12 Conduit 12 Node 12 Incoming Hydrograph Wei 1 SEAR -BROWN .HP EXTRAN Model Legend 12 Conduit 12 Node 12 Incoming Hydrograph -BROWN 'SEAR ST 8.00, SW 1, 0. 0. MM 8. 1.2.3.10.11.12,13.14, ' SANUM .$EXTRAN Al 'HP EXTRAN Model: 100-Yr Hydraulics w/proposed exp, Fort Collins Site ' Al 'Sear -Brown (JJF) -- 564-014 -- 13 JULY 2000 (file 564014x3.DAT) BB 0, 0: 0.65, 4. 0.65, 1., 1.0. 6, 50. 0. 1, 1.0. / B1 64800, 1., 0, 600,1200, 600.0,2000, 7, 13, 0, 0, 0, B2 0, 5, 28.27, 0.0, .00003, .00001 300., 0.0/ 12, 13. 0, 0. 8 'B3 84 '1 .'2 .'3 .'4 '.'6 ','7 1.111 '8 '.'9 .'10 '14 ','13 B5 'P12 ' '23 ' '34 ' '461 '462 '67 '611 78 ' 189 ' 11011 ' '1415 '541 ' '542 C1 'P12 ','1 '.'2 1, 0., 8, 0.. 0., 1000.. 0.000. 0.000. 1..0043 .0.0/ C1 '34 ','3 '.'4 ' 0., 1, 0.. 3., 85., 0.000, 0.300, .026, 0.0. 0.0.0.0/. C1 '67 ,'6 ,'7 P, 0.. 1. 0., 2.5. 1 235., 0,000, 0.190. .017. ' 0.0, 0.0.0,0/ C1 '611 ','6 1,111 1. 0.. 6. 0., 8.5. 20., 450., 7.640, 5.450, .035, 5.. 5.,0.0/ ' C1 '78 1,18 '.'7 0.. 1. 0., 4., 300., 0.000. 0.000, .015, 0.0. 0.0.0,0/ C1 '89 9 8 0.1. 0.. 4., ;. 290.. 0.000. 0.000, 018, 0.. 0, 0.0.0.0/ Cl. 11011 1.110 ','11 I. 0.. 1, 0., 2.5, 395., 1,111, 0,010, 017. 0.0, 0.0.0.0/ C1 '1415 ','14 1.115 0., 1. 0., 2., 220.. 0.000, 0.000. .018. C1 '23 '.'2 ','3 0., 4, 20.5000, 4.0000. 6.2500, 73.5. 0.000, 2.940, .033. 0.0. 0.0,0,0/ Cl '461 ','4 '.'6 0.. 1, 0.. 2.5. 1 330., 0.000. 0.110. .016, 0.0, 0.0.0,0/ Cl '462 '.'4 '.'6 0., 6. 0.. 7.5, 300., 330., 8.180. 7.140. .015, 5., 20..0.0/ C1 '541 '.'5 '.'4 1. 0.0. 1, 1 3., 135., 0.000, 0.080, 0.023, 0.0, 0.0,0,0/ C1 '542 1.15 ','4 ' 0.0, 8, 0.5. 135., 14.660, 14.740, 2..0072 .0.0/ * --- Natural Channel Data - Link P12 0.0350, 0.0150. 0.0350, 'NC X1 1. 6. 0. 51.12, 0.0, 0.0. 1000, 0., 0.. GR 6.89, 0. 0, 27.56, 0, 32.56, 4.64, 51.12, 4.2. 51.13, GR 7. 331.13. --- Natural Channel Data - Link 54 '* NC 0.0170, 0.0170, 0.0170, X1 2, 7. 0. 70.375, 0.0, 0.0. 135, 0.0. 0.0. GR 2, 0. 1, .1. .5, 25, 0. 25.125, .125, 26.625, 'GR D1 1, 70,311, 2, 70,475, '1', 4915., 4907.91, 0.. 0.. 0. -1. -1.-1.000, D1 '2', 4911., 4903.61, 0.. 0., 0. -1. -1,-1.000. ',D1 '3', 4915., 4899.81, 0., 0., 0, -1. -1,-1.000, 'D1 'D1 '4', 4916.03, 4191,29, 0., 0., '5'. 4917.. 4900.34, 0., 0., 0. 0, -1, -1,-1,001, -1. -1.-1.000, D1 V . 4915., 4898.7. 0., 0.. 0. -1. -1.-1.000, D1 'T . 4910.. 4897.87, 0., 0.. 0. -1, -1.-1.000, '11', 4896.5, 4882.55, 0., 0., 1, -1, -1,-1,111, '11 M:VOBSl564-014ldata%ExTRAN2KlModeNCPSWMMIPARKING1564014x3dat.dw 1 of 5 Printed: 9:44 AM, 08/04/00 I 1 7 1 1 D1 '8'. 4925., 4898.09, 0., 0.. 0. -1. -1,-1.000, D1 '9'. 4925.. 4899.37, 0., 0., 0, -1. -1.-1.000, D1 '10'. 4910., 4898.43, 0., 0., 0, -1. -1.-1.000. D1 '14', 4896.5, 4877.45, 0., 0., 0, -1. -1.-1.000, DI '15', 4896.5, 4873.86, 0.. 0., 0, -1. -1.-1.000. .,D1 '12'. 4896.5, 4890., 0., 0.. 0. -1. -1.-1.000. D1 '13'. 4920., 4902.12, 0.. 0., 1. -1, -1.-1.000, E1 1 4915., .1.0 E1 '2 4911., .1.0 E1 '3 4915.,-1.0,10 E2 .00001. 0.. 0.0001, 2.18, .67, 2.19, .78, 3.19, .87, 4.19 .99, 5.19, 1.54, 6.19, 2.71. 7.19, 3.43, 8.19, 3.43, 10.19 E1 '4 '.4916.03, 15.,0 El '5 4917., 30..0 E1 '6 4915., 45..0 E1 '7 4910., -1.0. 7 E2 .00001. 0., 0.0001, 4.12, 1.18, 4.13, 1.4. 7.13, 1.63, 9.13 1.63. 10.13, 1.63, 12.13 E1 'll '. 4896.5, -1.0, 5 E2 .00001, 0., .00001, 5.44, 2.62, 5.45, 3.41. 7.45, 5.48. 12.45 El '8 4925.. 12.57,0 El '9 4925.. 25.66,0 El '10 4910., 20.68.0 El '14 4896.5. .1.0 E1 '15 4896.5. .1,0 El '12 4896.5, .1,0 E1 '13 4920., -1.0, 9 E2 .00001. 0.. 0.0001, .87, .35, .88, .38, 1.88. .42, 2.88 .54, 5.88, .64. 6.88. .64, 8.88, 10., 17.88 Fl 'll ','14 1, 1.661, .8. 4.150, 0..0/ G1 '2 '.'3 '.1, 6.090. 7.390. 40., 3.1 G1 '13 '.'9 '.1. 0.000. 17.880. 9.55. 3.31 Gl '7 '.'10 '.1, 2.600, 10.130. 4., 3.32 G1 '3 .'ll '.1, 8,240. 10.190, 260.. 3. G1 '7 ,'l1 ',1, 9.130, 10.130, 350.. 3. GI '13 .'7 'A, 7.880, 12.880. 200., 3.1 G1 'll '12 .1. 8.930. 12.770. 52.6, 3.1 Il '15 1.0/ I1 '12 2.01 J1 2 J2 4878.53 / J1 1 K1 5 K2 1 .'3 1.15 '.'6 '.'7 K2 'll ','8 '.'13 K3 0, 0. 0, 0, 0. 0 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 0. 0, 0 1. 0. 0. 0. 0. 0 0, 0. 0 1.08. 0. 0. 0.01, 0. 0 0. 0.01. 0.03 1.17, 0.02. 0.01, 0.06. 0.02, 0 0.01, 0.04. 0.19 1.25, 2.17, 2.33, 7.27, 2.32, 1.06 1.91, 5.14, 23.33 1.33, 12.5. 3.39, 16.11, 5.19. 1.54 2.75, 8.25, 49.74 1.42, 35.25, 4.44, 30.26, 9.78. 2.02 3.59, 11.36. 91.91 1.5. 84.15, 9.69, 62.42. 20.18. 5.26 13.61, 23.24, 189.48 1.58, 196.56. 23.94. 123.74, 39.91. 16.09 49.45. 45.27, 378.46 1.67, 277.03, 18.89, 68, 21.93, 11.92 44.47, 29.41, 207.18 1.75. 255.6. 13.83, 43.41, 13.84, 7.75 38.61, 13.55, 139.06 1.83, 214.92. 11.42, 33, 10.5. 6.01 31.49, 11.06, 106.71 1.92. 182.32, 9.01. 24.11. 8.31. 4.27 24.36, 8.56, 81.23 2. 159.3. 7.37, 19.3. 6.11, 3.38 19.34, 7.15, 63.84 ' M:UOBSt564-014WatatEXTRAN2K\ModeKXPSWMM\PARKINGZU014x3dat.dm 2 of 5 Printed: 9:44 AM, 08/04/00 SEAR -BROWN ' K3 2.08. 143.63. 5.73, 13.26. 4.89, 2.49 14.32, 5.73, 51.16 K3 2,17, 132,11, 4.83, 11,57, 3.61, 2.1 10.63, 4.75, 38.47 K3 2.25. 125.43. 3.93, 9.77, 3.1. 1.71 8.66. 3.77. 32.38 K3 2.33, 119.99, 3.45. 7.97, 2.53, 1.38 6.76. 3.17, 26.28 K3 2.42, 115.78, 2.97, 6.86, 2.18, 1.05 5.7, 2.57. 22.47 K3 2.5, 112.34, 2.73. 5.74, 1.83. 0.88 '4.57, 2.25, 18.66 K3 2.58. 109.59, 2.48. 5.31, 1.7. 0.7 4.07, 1.93, 17.09 K3 2.67, 107.31. 2.33, 4.88, 1.56, 0.61 '3.27. 1.88, 15.52 K3 2.75. 105.4. 2.17, 4.68, 1.5, 0.52 3.05, 1.82. 14.72 K3 2.83, 103.76. 2.01, 4.48, 1.44. 0.45 2.44, 1.66. 13.91 K3 2.92, 102,18. 1.84, 3.93, 1.27, 0.37 2.28, 1.49. 12.08 K3 3. 100.59. 1.55. 3.38, 1.09, 0.3 1.82, 1.12, 10.25 K3 3.08, 97.91, 1.26, 2.77. 0.9. 0.22 1.7. 0.74. 8.28 K3 3.17, 93.56. 1.06. 2.15, 0.7. 0.17 1.51, 1,49, 6,31 K3 3.25, 88.83. 0.85. 1.88, 0.62, 0.12 1.31, 0.23, 5.44 K3 3.33, 84.75, 0.75, 1.61, 0.53. 0.1 ., 0.17, 4.56 3 K3 .4242. 81.53. 0.64, 1.45, 0.46, 0.08 1.03. 0.1. 4.08 K3 3.5. 79.04. 0.57. 1.28, 0.39, 0.07 ' 3., 0.08. 3.6 <3 .5858. 77.12. 0.5, 1.09, 0.33, 0.05 0.81, 0.05. 3.31 K3 3.67, 75.62, 0.45. 0.89, 0.27, 0.04 .7, 43.01 3 K3 .7574. . 74.41. 0.39, 0.77, 0.24, 0.03 0.65, 0.03, 2.81 K3 3.83, 73.41. 0.35. 0.64, 0.2. 0.02 0.59, 0.03, 2.61 ' K3 3.92. 72.52. 0.31, 0.56, 0.17, 0.01 0.53, 0.02. 2.33 K3 4, 71.7. 0.28. 0.48. 0.14, 0 0.48, 0.02, 2.05 K3 4.08, 70.92, 0.24, 0.42, 0.13, 0 0.43, 0.01. 1.82 K3 4.17, 70.16, 0.22, 0.36, 0.11. 0 0.4, 0.01, 1.59 ' K3 4.25, 69.43, 0.19, 0.32, 0.1. 0 0.36, 0.01, 1.42 K3 4.33. 68.72, 0.17, 0.28, 0.08, 0 0.33, 0.01, 1.25 ' K3 4.42, 68.02, 0.15, 0.25, 0.07, 0 0.29. 0.01. 1.12 K3 4.5. 67.35, 0.14. 0.21, 0.06. 0 0.27, 0.01, 0.98 ' K3 4.58, 66.7, 0.12, 0,19, 0,06, 0 0.24. 0.01, 0.88 K3 4.67, 66.06, 0.11. 0.16, 0.05. 0 0.22, 0.01, 0.77 K3 4,75, 65,44, 1,09, 0,15, 1,05, 0 0.2, 0.01. 0.69 K3 4.83, 64.48. 0.08, 0.13, 0.04, 0 0.19, 0, 0.6 �Q 4,92, 64.2, 0.07, 0,12, 1,04, 0 0.17. 0, 0.54 K3 5. 63.43. 0.06, 0.1. 0.03. 0 0.15. 0, 0.47 K3 5.08, 62.52, 0.05, 0.09, 0.03, 0 ' M:VOBS\564.0141data\EXTRAN2K\ModeNCPSWMMtPARKING\564014x3dat.doc 3 of 5 Printed: 9:44 AM, 08/04/00 ' 0.12. 0. 0.42 K3 5.17, 61.52, 0.04, 0.07, 0.02, 0 0, 0.36 ' K3 5. .25. 60.46. 0.03. 0.07. 0.02, 0 0.07, 0, 0.32 :3 5.33, 59.39, 0.03, 0.07, 0.02, 0 0.06. 0, 0.27 K3 5.42, 58.32. 0.02, 0.06, 0.02, 0 0.04, 0, 0.24 K3 5.5. 57.26, 0.02, 0.05, 0.02, 0 0.03, 0. 0.2 K3 5.58. 56.21, 0.01. 0.05, 0.02, 0 ' 0.01. 0, 0.18 K3 5.67, 55.19, 0.01, 0.04, 0.02. 0 0, 0. 0.15 K3 5.75, 54.19, 0.01, 0.04, 0.02, 0 0, 0. 0.13 K3 5.83, 53.22, 0. 0.04, 0.01, 0 0, 0, 0.11 K3 5.92. 52.27, 0, 0.04, 0.01, 0 0. 0. 0.1 K3 6. 51.34, 0, 0.03, 0.01. 0 0. 0, 0.09 K3 6.08, 50.43, 0. 0.03, 0.01, 0 ' 0. 0, 0.09 K3 6.17, 49.55, 0, 0.03, 0.01, 0 0, 0. 0.08 K3 6,25, 48.69, 0, 0.03. 0.01, 0 0. 0. 0.08 K3 6.33, 47.85, 0, 0.03. 0.01, 0 0. 0, 0.07 K3 1,42, 47,03, 0, 0,13, 0,01, 0 0, 0. 0.07 K3 6.5, 46.23. 0. 0.02, 0.01, 0 0. 0. 0.06 13 6,51, 45,45, 0, 0.02, 0,01, 0 0. 0, 0.06 K3 6.67. 44.69. 0. 0.02, 0.01, 0 0, 0. 0.06 K3 6.75, 43,95, 0, 0,02, 0.01, 0 0. 0, 0.06 K3 6.83. 43.23, 0, 0.02, 0.01. 0 0, 0, 0.05 K3 6.92, 42.53, 0. 0.02, 0.01, 0 0. 0. 0.05 ' K3 41 7. 41.84, 0. 0.02. 0.01, 0 0, 0, 0.05 K3 7.08, 41.16, 0, 0.02, 0.01, 0 0. 0, 0.05 K3 7.17, 40.4 40.46. 0, 0.02, 0.01. 0 0. 0, 0.04 K3 7.25. 39.71, 0, 0.02, 0.01. 0 K3 7.33, 38.91, 0, 0.02, 0.01, 0 0. 0. 0.04 K3 7.42, 38.05, 0. 0.02, 0, 0 0, 0. 0.04 K3 7.5, 37.1515, 0, 0.01, 0. 0 0. 0, 0.04 K3 7.58, 36..22, 0. 0.01. 0. 0 K3 7.67. 35.27, 0, 0.01. 0. 0 0. 0, 0.03 K3 7.75, 34.33. 0. 0.01, 0, 0 K3 0. 0. 7.83. 33.3 33.38. 0. 0.01, 0. 0 0. 0, 0.03 r3 7.92, 32.46, 0. 0,.01. 0. 0 0. 0, 0.03 K3 8. 31.54, 0. 0.01. 0. 0 0, 0. 0.03 K3 8.08, 30.65, 0, 0.01. 0, 0 0 0 0 03 M:UO&S%564-014tdataWXTRAN2KtModeKXPSWMMtPARKING15 014x3dat.dx 4 of 5 Printed: 9:44 AM, OB/04/00 SEAR -BROWN ' K3 8.17, 29.78, 0, 0.01, 0, 0 0. 0. 0.03 K3 8,11, 28.93, 0, 1,11, 0, 0 0, 0, 0.03 K3 8.33. 28.11. 0, 0.01, 0. 0 0. 0, 0.02 K3 8.42, 27.3, 0, 0,01, 0, 0 0, 0, 0.02 K3 8.5. 26.52, 0, 0.01. 0, 0 0, 0, 0.02 K3 8.58, 25.77, 0, 0.01. 0. 0 K3 8.67, 25.03, 0, 0.01, 0, 0 0. 0. 0.02 K3 8.75. 24.32, 0. 0.01, 0. 0 K3 8.83. 23.62, 0, 0.01, 0. 0 0. 0. 0.02 K3 8.92. 22.95, 0. 0.01, 0, 0 0, 0, 0.02 K3 9, 22.3, 0. 0.01, 0. 0 0, 0. 0.02 K3 26. 0. 0. 0. 0. 0 0, 0. 0 SENDPROGRAM r 1 M:VO&S\554-014\data\E)TRAN2K\ModeKXPSWMM\PARKING\564014x3dat.dm 5 W 5 Printed: 9:44 AM, 08/04/00 SEAR -BROWN I F L_ I 1 Input File : C:\WINDOWS\Profiles\000\Desktop\temp\564014x3.XP Current Directory: C:\XPSWMM32 Executable Name: C:\XPSWMM32\xpswmp32.exe Read 0 line(s) and found 0 items(s) from your cfg file. # Visual Hydro: XP-SWMM32 Program # # Storm Water Management Model # # Version 6.00 # # Developed by # # CAKE Software Corporation/ # # XP Software Inc. and Pty. Ltd. # # # # Based on the U.S. EPA # # Storm Water Management Model Version 4.40 # # Originally Developed by # # Metcalf & Eddy. Inc. # # University of Florida # # Camp Dresser & McKee Inc. # # September 1970 # # EPA-SWMM is maintained by # # Oregon State University # # Camp Dresser & McKee Inc. # # CAiCE Software November 1, 1998 # # Data File Version ---> 8.0 # If problems occur in running this model # # please contact CAiCE Software # # Phone (813)-620-1444 # # Fax # (813)-620-8667 # # Input and Outputll file names by SWMM Layer # Input File to Layer # 1 JOT.US Output File to Layer # 1 JOT.US # Special command line arguments in Visual SWMM. This # # now includes program defaults. $Keywords are the program# # defaults. Other Keywords are from the SWMMCOM.CFG file.# # or the command line or any cfg file on the command line.# # Examples include these in the file xpswm.bat under the # # section :solve or in the windows version XPSWMM32 in the# # file solve.bat # $powerstation 0.0000 1 2 $pery 0.0000 0 4 $oldegg 0.0000 0 7 $as 0.0000 0 11 $noflat 0.0000 0 21 $oldomega 0.0000 0 24 Soldvol 0.0000 1 28 $implicit 0.0000 1 29 $oldhot 0.0000 1 31 $oldscs 0.0000 0 33 $flood 0.0000 1 40 $nokeys 0.0000 0 42 $pzero 0.0000 0 55 $oldvol2 0.0000 2 59 $storage 97 0.0000 1 62 $oldhotl 0.0000 0 63 $pumpwt 0.0000 1 70 $ecloss 0.0000 1 77 $exout 0.0000 0 97 $nogrelev 0.0000 1 161 $ncmid 0.0000 0 164 Sh ellipse 0.0000 1 270 $v ellipse 0.0000 1 271 $arch 0.0000 1 272 $new nl 97 0.0000 2 290 '$best97 0.0000 1 294 M:UOBS\5 -014\dataTXTRAN2K\ModeKXPSWMM\PARKING\554014x3.dm 1of 52 Pdnted: 10:19 AM, 0&04/00 1J Snewbound 0.0000 1 295 Snew_q_start 0.0000 1 309 L� 1 iJ I 1 Parameter Values on the Tapes Common Block.These are the values read from the data file and dynamically allocated by the model for this simulation. Number of Subcatchments in the Runoff Block (NW).... Number of Channel/Pipes in the Runoff Block (NG).... Runoff Water quality constituents (NRQ)............. Runoff Land Uses per Subcatchment (NLU).... :........ Number of Elements in the Transport Block (NET)..... Number of Storage Junctions in Transport (NTSE)..... Number of Input Hydrographs in Transport (NTH)...... Number of Elements in the Extran Block (NEE)........ Number of Groundwater Subcatchments in Runoff (NGW). Number of Interface locations for all Blocks (NIE).. Number of Pumps in Extran (NEP)..................... Number of Orifices in Extran (NEO).................. Number of Tide Gates/Free Outfalls in Extran (NTG).. Number of Extran Weirs (NEW) ......................... Number of scs hydrograph points ..................... Number of Extran printout locations (NPO)........... Number of Tide elements in Extran (NTE)............. Number of Natural channels (NNC).................... Number of Storage junctions in Extran (NVSE)........ Number of Time history data points in Extran(NTVAL). Number of Variable storage elements in Extran (NVST) Number of Input Hydrographs in Extran (NEH)......... Number of Particle sizes in Transport Block (NPS)... Number of User defined conduits (RHW)............... Number of Connecting conduits in Extran (NECC)...... Number of Upstream elements in Transport (NTCC)..... Number of Storage/treatment plants (NSTU)........... Number of Values for R1 lines in Transport (NR1).... Number of Nodes to be allowed for (NNOD)............ Number of Plugs in a Storage Treatment Unit......... # Entry made to the EXTRAN Layer(Block) of SWMM # # Last Updated November. 1998 by CAiCE Software # HP EXTRAN Model: 100-Yr Hydraulics w/proposed exp, Fort Collins Site Sear -Brown (JJF) -- 564-014 -- 13 JULY 2000 (file 564014x3.DAT) EXTRAN TABLES IN THE OUTPUT FILE These are the more important tables in the output file. You can use your editor to find the table numbers, for example: search for Table E20 to check continuity. This output file can be imported into a Word Processor and printed on US letter or A4 paper using portrait mode, courier font, a size of B pt. and margins of 0.75 Table E1 - Basic Conduit Data Table E2 - Conduit Factor Data Table E3 - Junction Data Table E4 - Conduit Connectivity Data Table E5 - Junction Time Step Limitation Summary Table E5a - Conduit Explicit Condition Summary Table E6 - Final Model Condition Table E7 - Extran Iteration Summary Table E8 - Junction Time Step Limitation Summary Table E9 - Junction Summary Statistics Table E10 - Conduit Summary Statistics Table Ell - Area assumptions used in the analysis Table E12 - Mean conduit information Table E13 - Channel losses(H) and culvert info Table E14 - Natural Channel Overbank Flow Information Table E15 - Spreadsheet Info List Table E15a- Spreadsheet Reach List Table E15b- Velocity Alert Table Table E16 - New Conduit Output Section Table E17 - Pump Operation Table E18 - Junction Continuity Error Table E19 - Junction Inflow Sources UOBS\564-0i 4WataTXTRAN2KtMode[\XPS W MMtPARKINGi564014x3.dom 2 of 52 Printed: 1022 AM, 08/04/00 - SEAR -BROWN ' Table E20 - Junction Flooding and Volume List Table E21 - Extran continuity balance at simulation end Table E22 - Model Judgement Section !Time Control from Extran Job Control / Year......... 2000 Month....... 7 Day.......... 13 Hour........ 0 Minute....... 0 Second...... 0 Control information for simulation ----------------------------------- Integration cycles. ........... 64800 Length of integration step is...... 1.00 seconds Simulation length .................. 18.00 hours ' Create equivalent conduits based on the COURANT condition.......... 5 Use U.S. customary units for I/0... 0 Printing starts in cycle........... 600 ' Intermediate printout intervals of. 1200 cycles Intermediate printout intervals of. 20.00 minutes Summary printout intervals of...... 600 cycles Summary printout time interval of.. 10.00 minutes ' Hot start file parameter (REDO).... 0 Initial time ................ 0.00 hours Iteration variables: SURTOL........ 0.0000 SURJUN........ 0.0001 an or inch QREF.......... 1.0000 Minimum depth (m or ft)........ 0.0000 Underrelaxation parameter...... 0.6500 Time weighting parameter....... 0.6500 Courant Time Step Factor....... 1.0000 Default Expansion/Contraction K 0.0000 Default Entrance/Exit K........ 0.0000 Default surface area of junctions.. 11.11 square feet. I NJSW input hydrograph junctions.... 8 or user defined hydrographs... Printed output for the following 12 Junctions 1 2 3 4 6 7 11 8 9 10 14 13 Printed output for the following 13 Conduits P12 23 34 461 462 67 611 78 89 1011 1415 541 542 4.30- NATURAL INFORMATION P12 ' -CROSS-SECTION -FOR -CHANNEL CROSS-SECTION ID (FROM X1 CARD) 1.0 CHANNEL SEQUENCE NUMBER 1 LENGTH 1000.0 FT MAXIMUM ELEVATION 7.00 FT. SLOPE 0.0043 FT/FT MAXIMUM DEPTH 7.00 FT. MANNING N 0.035 TO STATION 0.0 MAXIMUM SECTION AREA 611.86 SQ. FT. 0.035 IN MAIN CHANNEL MAXIMUM HYDRAULIC RADIUS 4.69 FT. " 0.015 BEYOND STATION 51.1 MAX TOPWIDTH 331.13 FT. Maximum Wetted Perimeter 3.33E+02 ft MAXIMUM UNIFORM FLOW 4.77E+03 CFS. 4.30 NATURAL CROSS-SECTION INFORMATION FOR CHANNEL 542 ==s== 2.0 CHANNEL SEQUENCE NUMBER CROSS-SECTION ID (FROM X1= CARD) 2 LENGTH 135.0 FT MAXIMUM ELEVATION 0.50 FT. SLOPE 0.0072 FT/FT MAXIMUM DEPTH 0.50 FT. MANNING'N 0.017 TO STATION 0.0 MAXIMUM SECTION AREA 4.20 SQ. FT. 0.017 IN MAIN CHANNEL MAXIMUM HYDRAULIC RADIUS 0.20 FT. 0.017 BEYOND STATION 70.4 MAX TOPWIDTH 2O.38 FT. Maximum Wetted Perimeter 2.08E+01 ft MAXIMUM UNIFORM FLOW 1.07E+01 CFS. Table El - Conduit Data tM:UOBS\564-014\data\EXTRAN2K\ModeNCPSWMM\PARKING\564014x3.doc 3ot 52 Printed: 10:19 AM, 08/04/00 Inp Conduit Length Conduit Area Manning Num Name (ft) Class (ft"2) Coef. 1 ------- --------------- ------- 1 P12 1000.00 Natural 611.86 ------- 0.03500 2 34 85.00 Circular 7.07 0.02600 3 67 235.00 Circular 4.91 0.01700 4 611 450.00 Trapezoid 531.25 0.03500 5 78 300.00 Circular 12.57 0.01500 6 89 290.00 Circular 12.57 0.01800 7 1011 395.00 Circular 4.91 0.01700 8 1415 220.00 Circular 3.14 0.01800 9 23 73.50 Egg -Shape 20.50 0.03300 ' 10 461 330.00 Circular 4.91 0.01600 11 462 330.00 Trapezoid 2953.13 0.01500 12 541 135.00 Circular 7.07 0.02300 13 542 135.00 Natural 4.20 0.01700 Total length of all conduits .... 3978.5000 feet If there are messages about (sqrt(g*d)*dt/dx), orl the sgrt(wave celerity)*time step/conduit length in the output file all it means is that the program will lower the internal time step to satisfy this condition (explicit condition). You control the actual internal time step by using the minimum courant time step factor in thel Extran job control. The message put in words states that the smallest conduit with the fastest) velocity will control the time step selection. You have further control by using the modify conduit option in the Extran Job Control. Equivalent Conduit Volume Analysis Input full depth volume............ 1.8419E+06 cubic feet New full depth volume .............. 1.8419E+06 cubic feet New volume / Old volume ratio...... 1.0000 Trapezoid Max Width Depth Side (ft) (ft) Slopes - 331.13 ----- 7.00 ------- 3.00 3.00 2.50 2.50 20.00 8.50 5.00 5.00 4.00 4.00 4.00 4.00 2.50 2.50 2.00 2.00 6.25 4.00 2.50 2.50 300.00 7.50 5.00 20.00 3.00 3.00 20.38 0.50 > WARNING ! Junction 12 is not associated with any conduit. WARNING ! Junction 13 is not associated with any conduit. Table E3a - Junction Data ' Inp Junction Ground Crown Invert Qinst Initial Num Name Elevation Elevation Elevation cfs Depth-ft 1 1 0.492E+04 0.491E+04 0.491E+04 0.000 0.000 2 2 0.491E+04 0.491E+04 0.490E+04 0.000 0,010 3 3 0.492E+04 0.491E+04 0.490E+04 0.000 0.000 4 4 0.492E+04 0.491E+04 0.490E+04 0.000 0.000 5 5 0.492E+04 0.492E+04 0.490E+04 0.000 0.000 6 6 0.492E+04 0.491E+04 0.490E+04 0.000 0.000 7 7 0.491E+04 0.490E+04 0.490E+04 0.000 0.000 8 11 0.490E+04 0.490E+04 0.488E+04 0.000 0.000 9 8 0.493E+04 0.490E+04 0.490E+04 0.000 0.000 10 9 0.493E+04 0.490E+04 0.490E+04 0.000 0.000 11 10 0.491E+04 0.490E+04 0.490E+04 0,100 0.000 12 14 0.490E+04 0.488E+04 0.488E+04 0.000 0.000 13 15 0.490E+04 0.488E+04 0.487E+04 0.000 0.000 14 12 0.490E+04 0.489E+04 0.489E+04 0.000 0.000 15 13 0.492E+04 0.490E+04 0.490E+04 0.000 0.000 Table E3b - Junction Data Inp Junction X Y Num Name Coord. Coord. Type of Manhole Type of Inlet Maximum Capacity ------------------ --------------------- ------------ ---------------- ' M:V08S%564-014NdatalEXTRAN2K\ModeKXPSWMMIPARKINGl564014x3.dm 4of 52 Primed: 10:22 AM, 08/04N0 Table E4 - Conduit Connectivity - _______ _ Input Conduit Upstream Downstream Upstream Downstream Number Name Node Node Elevation Elevation = 1 P12 1 2 4907.910=4903.610 No Design 2 34 3 4 4899.810 4899.590 No Design 3 67 6 7 4898.700 4898.060 No Design 4 611 6 11 4906.340 4888.000 No Design 5 78 8 7 4898.090 4897.870 No Design 6 89 9 8 4899.370 4898.090 No Design 7 1011 10 11 4898.430 4882.550 No Design 8 1415 14 15 4877.450 4873.860 No Design 9 23 2 3 4903.610 4902.750 No Design 10 461 4 6 4899.290 4898.810 No Design 11 462 4 6 4907.470 4905.840 No Design 12 541 5 4 4900.340 4899.370 No Design 13 542 5 4 4915.000 4914.030 No Design Storage Junction Data MARIMUM OR PEAK OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET) (FT) 1 Constant 0.1000 0.7090 4915. 2 Constant 0.1000 0.7390 4911. 3 Stage/Area 1.4941E+05 6.8840E+05 4915. ' 4 Constant 15.00 251.1 4916. 5 Constant 30.00 499.8 4917. 6 Constant 45.00 733.5 4915. 7 Stage/Area 7.1003E+04 5.1384E+05 4910. 11 Stage/Area 2.3871E+05 1.2314E+06 4897. 8 Constant 12.57 338.3 4925. 9 Constant 25.66 657.7 4925. 10 Constant 20.68 239.3 4910. 14 Constant 0.1000 1.905 4897. 15 Constant 0.1000 2.264 4897. 12 Constant 0.1000 0.6500 4897. 13 Stage/Area 4.3560E+05 2.2632E+06 4920. Variable storage data for node 13 Data Depth Area Volume Point ft ft"2 ft"3 ==1=0.0000 0.4356 �0.0000 2 0.7267 1.742 0.7913 3 1.453 3.049 2.532 4 2.180 4.356 5.213 5 2.183 9731. 21.45 6 2.187 1.9458E+04 70.10 7 2.190 2.9185E+04 151.2 8 2.523 3.0782E+04 1.0146E+04 ' 9 2.857 3.2380E+04 2.0673E+04 10 3.190 3.3977E+04 3.1732E+04 11 3.523 3.5284E+04 4.3276E+04 12 3.857 3.6590E+04 5.5255E+04 ' 13 4.190 3.7897E+04 6.7669E+04 14 4.523 3.9640E+04 8.0592E+04 15 4.857 4.1382E+04 9.4096E+04 16 5.190 4.3124E+04 1.0818E+05 17 5.523 5.1110E+04 1.2389E+05 ' 18 5.857 5.9096E+04 1.4225E+05 19 6.190 6.7082E+04 1.6328E+05 20 6.523 8.4071E+04 1.8848E+05 21 6.857 1.0106E+05 2.1933E+05 -' 22 7.190 1.1805E+05 2.5585E+05 23 7.523 1.2850E+05 2.9694E+05 24 7.857 1.3896E+05 3.4152E+05 25 8.190 1.4941E+05 3.8958E+05 26 8.857 1.4941E+05 4.8918E+05 27 9.523 1.4941E+05 5.8879E+05 M:VOBS1.564-014%data\EXTRAN2K\ModeAXPSWMMtPARKING1564014x3.dm 5of 52 Printed: 10:19 AM. 0afD4100 28 10.19 1.4941E+05 6.8840E+05 Variable storage 17 =data =for =node Data Depth Area Volume Point ft ft"2 ft-3 `1 = 0.0000 0.4356 0.0000 2 1.373 1.742 1.496 3 2.747 3.049 4.786 4 4,120 4.316 9.871 5 4.123 1.7136E+04 38.44 6 4.127 3.4269E+04 124.1 7 4.130 5.1401E+04 266.9 8 5.130 5.4595E+04 5.3265E+04 9 6.130 5.7790E+04 1.0946E+05 10 7.130 6.0984E+04 1.6884E+05 11 7.797 6.4324E+04 2.1061E+05 12 8.463 6.7663E+04 2.5461E+05 13 9.130 7.1003E+04 3.0083E+05 14 9.463 7.1003E+04 3.2450E+05 ' 15 9.797 7.1003E+04 3.4817E+05 16 10.13 7.1003E+04 3.7183E+05 17 10.80 7.1003E+04 4.1917E+05 18 11.46 7.1003E+04 4.6650E+05 19 12.13 7.1003E+04 5.1384E+05 Variable storage data for node I11 Data Depth Area Volume Point ft ft"2 ft"3 �1 0.0000 0.4356 0.0000 2 1.813 0.4356 0.7899 3 3.627 0.4356 1.580 4 5.440 0.4356 2.370 5 5,443 3.8043E+04 65,77 6 5.447 7.6085E+04 256.0 7 5.450 1.1413E+05 573.0 8 6.117 1.2560E+05 8.0481E+04 9 6.783 1.3707E+05 1.6804E+05 10 7.450 1.4854E+05 2.6324E+05 11 9.117 1.7860E+05 5.3585E+05 12 10.78 2.0865E+05 8.5856E+05 13 12.45 2.3871E+05 1.2314E+06 Variable storage data for node 113 Data Depth Area Volume Point _ ft ft=2 _ft-3 ' 1 0.0000 0.4356 0.0000 2 0.2900 1.742 0.3158 3 1,5800 3,049 1,111 4 0.8700 4.356 2.084 5 0.8733 5085. 10.57 6 0.8767 1.0165E+04 35.98 7 0.8800 1.5246E+04 78.34 8 1.213 1.5682E+04 5233. 9 1.547 1.6117E+04 1.0533E+04 10 1.880 1.6553E+04 1.5978E+04 11 2.213 1.7134E+04 2.1592E+04 12 2.541 1.7714E+04 2.7400E+04 13 2.880 1.8295E+04 3.3402E+04 ' 14 3.880 2.0038E+04 5.2568E+04 15 4.880 2.1780E+04 7.3477E+04 16 5.880 2.3522E+04 9.6128E+04 17 6.213 2.4974E+04 1.0421E+05 ' 18 6.547 2.6426E+04 1.1278E+05 19 6.880 2.7878E+04 1.2183E+05 l 20 7.547 2.7878E+04 1.4041E+05 r 21 22 8.213 8.880 2.7878E+04 2.7878E+04 1.5900E+05 1.7759E+05 23 11.88 1.6379E+05 4.6508E+05 24 14.88 2.9969E+05 1.1603E+06 25 17.88 4.3560E+05 2.2632E+06 M:UOBSt564-014\datatEXTRAN2KNodeKXPSWMMIPARKINGt564014x3.dm 6 of 52 Printed: 10:22 AM, 0=4/00 Orifice Data I From To Area Junction Junction Type (ft2) -------- -------- ---- ----- 11 14 Circ Side 1.66 Depth Discharge Height Above (ft) Coefficient Junction (ft) ----- ----------- ------------- 0.00 0.800 4.150 EQUIVALENT PIPE INFORMATION FOR ORIFICE 1 CONDUIT NAME ........................... ORF # 1 Upstream node ...........................11 Downstream node.........................14 PIPE DIAMETER ........................ 1.45 PIPE LENGTH .......................... 300.00 MANNINGS ROUGHNESS ................... 0.0068 INVERT ELEVATION AT UPSTREAM END..... 4886.7000 INVERT ELEVATION AT DOWNSTREAM END... 4886.6900 Weir Data From To Link Crest Weir Weir Discharge Weir Junction Junction Number Type Height(ft) Top(ft) Length(ft) Coefficient Power -------- -------- ------ -------------- 2 3 WEIR # 1 1 6.09 ------- 7.39 ---------- 40.00 ----------- 3.1000 1.5000 13 9 WEIR # 2 1 0.00 17,81 9.55 3,3101 1,5101 7 10 WEIR # 3 1 2.60 10.13 4.00 3.3200 1.5000 3 11 WEIR # 4 1 8.24 10.19 260.00 3.0000 1.5000 7 11 WEIR # 5 1 9.13 10.13 350.00 3.0000 1.5000 13 7 WEIR # 6 1 7.88 12.88 200.00 3,1000 1.5000 11 12 WEIR # 7 1 8.93 12.77 52.60 3.1000 1.5000 FREE OUTFALL DATA (DATA GROUP III I ;I BOUNDARY CONDITION ON DATA GROUP J1 I 'I Outfall at Junction ... .15 has boundary condition number... 1 Outfall at Junction .... 12 has boundary condition number... 2 INTERNAL CONNECTIVITY INFORMATION I CONDUIT JUNCTION JUNCTION ------- -------- -------- ORF # 1 11 14 WEIR # 1 2 3 WEIR # 2 13 9 WEIR # 3 7 10 WEIR # 4 3 11 WEIR # 5 7 11 WEIR # 6 13 7 WEIR # 7 11 12 FREE # 1 15 BOUNDARY FREE # 2 12 BOUNDARY ' --� Boundary Condition Information I I ' -��Data -Groups -J1_J4 BC NUMBER.. 1 Control water surface elevation is.. 4878.53 feet. BC NUMBER.. 2 has no control water surface. Ti me Hi story of the H.G. L. (feet) I Max Ground Elevation: 4915.00 Time Max Crown Elevation: 4915.00 'Junction:l M:UOBS\564-0141data\E)CTRAN2K1ModeNCPSWMMIPARKING1564014x3.dm 7 W 52 Printed: 1019 AM, 08/04/00 SEAR -BROWN Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow ----------------- ----- --------------------------- ----- ------- 0 10 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 20 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 30 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 40 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 50 0 0 0 0 4907,91 4907.91 1,00 28.42 0.00 28.42 0.0000 0.0000 0.0000 0.0000 MOOD 0.0000 0.0000 0.0000 1 10 0 4907.91 0.00 3648. 0.0000 0.00000.1923E-01-.1000E-02 1 20 0 4908.50 0.59 4390. 0.0000 0.0000 13.31 2.985 1 30 0 4909.81 1.900.1000E+05 0.0000 0.0000 84.07 72.35 1 40 0 4911.18 3.270.1692E+05 0.0000 0.0000 274.0 321.1 1 50 0 4911.09 3.180.2596E+05 0.0000 0.0000 213.7 553.2 1 0 0 4910.71 2.800.2579E+05 0.0000 0.0000 159.3 727.3 2 10 0 4910.46 2.550.2285E+05 0.0000 0.0000 133.4 867.6 ' 2 20 2 30 0 0 4910,31 4910.23 2.400.2024E+05 2.320.1810E+05 0,1100 0.0000 0.0000 0.0000 119.8 112.3 991.1 1106. 2 40 0 4910.18 2.270.1640E+05 0.0000 0.0000 107.4 1214. 2 50 0 4910.14 2.230.1538E+05 0.0000 0.0000 103.7 1319. 2 0 0 4910.11 2.200.1524E+05 0.0000 0.0000 100.6 1421. 3 10 0 4910.06 2.150.1501E+05 0.0000 0.0000 93.72 1517. ' 3 20 0 4909.96 2.050.1461E+05 0.0000 0.0000 84.63 1604. 3 30 0 4909.89 1.980.1424E+05 0.0000 0.0000 79.04 1684. 3 40 0 4909.85 1.940.1396E+05 0.0000 0.0000 75.68 1761. 3 50 0 4909.82 1.910.1375E+05 0.0000 0.0000 73.38 1835. 3 0 0 4909.80 1.890.1360E+05 0.0000 0.0000 71.70 1907. 4 10 0 4909.78 1.870.1349E+05 0.0000 0.0000 70.19 1978. 4 20 0 4909.76 1.850.1339E+05 0.0000 0.0000 68.69 2048. 4 30 0 4909.74 1.830.1329E+05 0.0000 0.0000 67.35 2116. 4 40 0 4909.72 1.810.1320E+05 0.0000 0.0000 66.08 2183. 4 50 0 4909.71 1.800.1311E+05 0.0000 0.0000 64.47 2248. 4 0 0 4909.69 1.780.1300E+05 0,0000 0.0000 63.43 2312. 5 10 0 4909.66 1.750.1288E+05 0.0000 0.0000 61.56 2374. 5 20 0 4909.64 1.730.1278E+05 0.0000 0.0000 59.35 2434. 5 30 0 4909.61 1.700.1266E+05 0.0000 0.0000 57.26 2493. 5 40 0 4909.58 1.670.1252E+05 0.0000 0.0000 55.23 2548. 5 50 0 4909.55 1.640.1238E+05 0.0000 0.0000 53.19 2602. 5 0 0 4909.52 1.610.1226E+05 0.0000 0,1000 51,34 2654, 6 10 0 4909.50 1.590.1214E+05 0.0000 0.0000 49.58 2704. 6 20 0 4909.47 1.560.1203E+05 0.0000 0.0000 47.82 2753. 6 30 0 4909.44 1.530.1193E+05 0.0000 0.0000 46.23 2799. 6 40 0 4909.42 1.510.1184E+05 0.0000 0.0000 44.72 2845. 6 50 0 4909.40 1.490.1175E+05 0.0000 0.0000 43.20 2888. 6 0 0 4909.37 1.460.1166E+05 0.0000 0.0000 41.84 2931. 7 10 0 4909.35 1.440.1157E+05 0.0000 0.0000 40.49 2972. 7 20 0 4909.33 1.420.1148E+05 0.0000 0.0000 38.88 3011. 7 30 0 4909.30 1.390.1137E+05 0.0000 0.0000 37.15 3049. 7 40 0 4909.26 1.350.1124E+05 0.0000 0.0000 35.31 3085. 7 50 0 4909.23 1.320.1111E+05 0.0000 0.0000 33.35 3119. 7 0 0 4909.19 1.280.1098E+05 0.0000 0.0000 31.54 3151. 8 10 0 4909.16 1.250.1085E+05 0.0000 0.0000 29.81 3181. 8 20 0 4909.12 1.210.1072E+05 0.0000 0.0000 28.08 3210. 8 30 0 4909.09 1.180.1060E+05 0.0000 0.0000 26.52 3237. 8 40 0 4909.06 1.150.1048E+05 0.0000 0.0000 25.06 3263. 8 50 0 4909.03 1.120.1036E+05 0.0000 0.0000 23.60 3287. 8 0 0 4908.99 1.080.1023E+05 0,1000 0.0010 22,30 3310, 9 10 0 4908.98 1.070.1015E+05 0.0000 0.0000 22.08 3332. 9 20 0 4908.97 1.060.1010E+05 0.0000 0.0000 21.86 3354. 9 30 0 4908.97 1.060.1005E+05 0.0000 0.0000 21.64 3376. 9 40 0 4908.96 1.050.1000E+05 0.0000 0.0000 21.43 3397. 9 50 0 4908.96 1.05 9951. 0.0000 0.0000 21.21 3419. ' 9 0 0 4908.95 1.04 9898. 0.0000 0.0000 20.99 3440. 10 10 0 4908.94 1.03 9845. 0.0000 0.0000 20.77 3461. 10 20 0 4908.94 1.03 9791. 0.0000 0.0000 20.55 3481. 10 30 0 4901,93 1,12 9736, 0,0000 1,0000 20,33 3502, 10 40 0 4908.93 1.02 9680. 0.0000 0.0000 20.11 3522. 10 50 0 4908.92 1.01 9624. 0.0000 0.0000 19.90 3542. 10 0 0 4908.92 1.01 9566. .0.0000 0.0000 19.68 3562. 11 10 0 4908.91 1.00 9508. 0.0000 0.0000 19.46 3581. 11 20 0 4908.91 1.00 9448. 0.0000 0.0000 19.24 3600. 11 30 0 4908.90 0.99 9387. 0,0000 0.0000 19.02 3620. 11 40 0 4908.89 0.98 9325. 0.0000 0.0000 18.80 3638. 11 50 0 4908.89 0.98 9263. 0.0000 0.0000 18.58 3657. 11 0 12 10 0 0 4908.88 4908.88 0.97 9200. 0.97 9136. 0.0000 0.0000 0.0000 0.0000 18.36 18.15 3676. 3694. 12 20 0 4908.87 0.96 9071. 0.0000 0.0000 17.93 3712. 12 30 0 4908.86 0.95 9006. 0.0000 0.0000 17.71 3730. 12 40 0 4908.86 0.95 8939. 0.0000 0.0000 17.49 3747. 50 0 4908.85 0.94 8871. 0.0000 0.0000 17.27 3765. '12 M:UOBS\564-014\data\EXTRAN2MModeAXPSWMM\PARKINGl.WO14x3.dm 8M 52 Printed: 10:22 AM, 08M100 12 0 0 4908.85 0.94 8803. 0.0000 0.0000 17.05 3782. 13 10 0 4908.84 0.93 8733. 0.0000 0.0000 16.83 3799. 13 20 0 4908.83 0.92 8662. 0.0000 0.0000 16.62 3815. 13 30 0 4908.83 0.92 8589. 0.0000 0.0000 16.40 3832. 13 40 0 4908.82 0.91 8515. 0.0000 0.0000 16.18 3848. 13 50 0 4908.82 0.91 8440. 0.0000 0.0000 15.96 3864. 13 0 0 4908.81 0.90 8361. 0.0000 0.0000 15.74 3880. 14 10 0 4908.80 0.89 8281. 0.0000 0.0000 15.52 3896. 14 20 0 4908.80 0.89 8198. 0.0000 0.0000 15.30 3911. 14 30 0 4908.79 0.88 8113. 0.0000 0.0000 15.09 3926. 14 40 0 4908.79 0.88 8026. 0.0000 0.0000 14.87 3941. 14 50 0 4908.78 0.87 7937. 0.0000 0.0000 14.65 3956. 14 0 0 4908.77 0.86 7845. 0.0000 0.0000 14.43 3970. 15 10 0 4908.77 0.86 7749. 0.0000 0.0000 14.21 3985. 15 20 0 4908.76 0.85 7651. 0.0000 0.0000 13.99 3999. 15 30 0 4908.75 0.84 7549. 0.0000 0.0000 13.77 4013. 15 40 0 4908.75 0.84 7441. 0.0000 0.0000 13.56 4026. ' 15 50 0 4908.74 0.83 7330. 0.0000 0.0000 13.34 4040. 15 0 0 4908.73 0.82 7217, 0.0000 0.0000 13.12 4053. 16 10 0 4908.72 0.81 7101. 0.0000 0.0000 12.90 4066. 16 20 0 4908.71 0.81 6912, 0.0000 0.0010 12.68 4079, 16 30 0 4908.71 0.80 6862. 0.0000 0.0000 12.46 4091. 16 40 0 4908.70 0.79 6739. 0.0000 0.0000 12.24 4103. 16 50 0 4908.69 0.78 6614. 0.0000 0.0000 12.02 4116. 16 0 0 4908.69 0.78 6487. 0.0000 0.0000 11.81 4127. 17 10 0 4908.68 0.77 6360. 0.0000 0.0000 11.59 4139. 17 20 0 4908.67 0.76 6235. 0.0000 0.0000 11.37 4151. 17 30 0 4908.66 0.75 6117. 0.0000 0.0000 11.15 4162. 17 40 0 4908.66 0.75 6008. 0.0000 0.0000 10.93 4173. 17 50 0 4908,65 0.74 5919, 0.0010 0.0011 10.71 4184, 17 0 0 4908.64 0.73 5824. 0.0000 0.0000 10.49 4194. Mean 4909.13 1.22 Maximum 4911.18 3.27 Minimum 4907.91 0.00 Time History of the H. G. L. ( feet) Max Ground Elevation: 4911.00 Time Max Crown Elevation: 4911.00 Junction:2 Hr:Mn:Sc -------- Elevation --------- Depth ----- Totl Area --------- Node Area --------- Volume --------- Inflow ------ Outflow ------- 0 10 0 4903.61 0.00 28.42 0 20 0 4903.61 0.00 28.42 0 30 0 4903.61 0.00 28.42 0 40 0 4903.61 0.00 28.42 0 50 0 4903.61 0.00 28.42 0 0 0 4903.61 0.00 28.42 1 10 0 4903.61 0.00 3648. 1 20 0 4903.69 0.08 3829. 1 30 0 4905.40 1.79 9986. 1 40 0 4908.18 4.570.2882E+05 1 50 0 4909.48 5.870.7184E+05 1 0 0 4909.90 6.290.8326E+05 2 10 0 4909.97 6.360.8276E+05 2 20 0 4909.94 6.330.7966E+05 2 30 0 4909.87 6.260.7598E+05 2 40 0 4909.81 6.200.7268E+05 2 50 0 4909.76 6.150.7041E+05 2 0 0 4909,71 6.100.6909E+05 3 10 0 4909.65 6.040.6739E+05 3 20 0 4909.54 5.930.6435E+05 3 30 0 4909.39 5.780.6011E+05 3 40 0 4909.23 5.620.5596E+05 3 50 0 4909.11 5.500.5261E+05 3 0 0 4909.03 5.420.5030E+05 4 10 0 4908.97 5.360.4885E+05 4 20 0 4908.92 5.310.4752E+05 ' 4 30 4 40 0 0 4908,11 4908.84 5.270.4629E+05 5.230.4516E+05 4 50 0 4908.80 5.190.4413E+05 4 0 0 4908.75 5.140.4266E+05 5 10 0 4908.70 5.090.4128E+05 5 20 0 4908.67 5.060.4048E+05 M:UOBSl564-014' datatFMRAN2K1MotleNCPSW MMW ARKiNGt569 I.0000 0.0000 0.0000 0.0000 I.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.0000 I.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.0000 1.0000 0.0000-.1000E-02 0.0000 1.0000 0.0000 2.986 0.3632E-01 1.0000 0.0000 69.37 26.92 1.0000 0.0000 248.8 168.7 1.0000 0.0000 232.1 315.8 1.0000 0.0000 174.1 464.0 1.0000 0.0000 140.3 603.7 1.0000 0.0000 123.5 734.8 1.0000 0.0000 114.4 858.0 1.0000 0.0000 108.6 974.6 1.0000 0.0000 104.8 1087. 1.0000 0.0000 101.7 1196. 1.0000 0.0000 96.09 1303. 1.0000 0.0000 86.98 1406. 1.0000 0.0000 80.45 1503- 1.0000 0.0000 76.56 1594. 1.0000 0.0000 74.10 1679. 1.0000 0.0000 72.45 1761. 1.0000 0.0000 70.99 1840. 1.0000 0.0000 69.51 1917. 1.0000 0.0000 68.12 1992. 1.0000 0.0000 66.78 2065. 1.0000 0.0000 65.39 2135. 1.0000 0.0000 63.87 2203. 1.0000 0.0000 62.10 2269. 1.0000 0.0000 60.38 2332. DlUldoc 9of 52 Pdnted: 10:19 AM. 08/04/00 5 30 0 4908.64 5.030.3956E+05 0.0000 0.0000 58.13 2394. 5 40 0 4908.59 4.980.3828E+05 0.0000 0.0000 55.84 2453. 5 50 0 4908.54 4.930.3698E+05 0.0000 0.0000 53.80 2510. 5 0 0 4908.50 4.890.3589E+05 0.0000 0.0000 51.93 2564. 6 10 0 4908.47 4.860.3495E+05 0.0000 0.0000 50.10 2616. 6 20 0 4908.44 4.830.3411E+05 0.0000 0.0000 48.36 2666. 6 30 0 4908.41 4.800.3336E+05 0.0000 0.0000 46.74 2714. 6 40 0 4908.39 4.780.3271E+05 0.0000 0.0000 45.21 2760. 6 50 0 4908.37 4.760.3213E+05 0.0000 0.0000 43.73 2805. 6 0 0 4908.35 4.740.3155E+05 0.0000 0.0000 42.36 2849. 7 10 0 4908.33 4.720.3097E+05 0.0000 0.0000 40.96 2891. 7 20 0 4908.31 4.700.3038E+05 0.0000 0.0000 39.46 2932. 7 30 0 4908.28 4.670.2972E+05 0.0000 0.0000 37.81 2971. 7 40 0 4908.26 4.650.2900E+05 0.0000 0.0000 35.94 3008. 7 50 0 4908.23 4.620.2830E+05 0.0000 0.0000 34.04 3043. 7 0 0 4908.21 4.600.2762E+05 0.0000 0.0000 32.21 3076. 8 10 0 4908.19 4.580.2695E+05 0.0000 0.0000 30.41 3108. ' 8 20 0 4908.17 4.560.2631E+05 0.0000 0.0000 28.70 3138. 8 30 0 4908.14 4.530.2567E+05 0.0000 0.0000 27.11 3166. 8 40 0 4908.12 4.510.2499E+05 0.0000 0.0000 25.58 3192. 8 50 0 4908.09 4.480.2419E+05 0.0000 0.0000 24.15 3218. 8 0 0 4908.06 4.450.2328E+05 0.0000 0.0000 22.85 3242. 9 10 0 4908.03 4.420.2234E+05 0.0000 0.0000 22.22 3265. 9 20 0 4908.00 4.390.2144E+05 0.0000 0.0000 21.96 3288. 9 30 0 4907.96 4.350.2052E+05 0.0000 0.0000 21.74 3311. 9 40 0 4907.93 4.320.1957E+05 0.0000 0.0000 21.52 3334. 9 50 0 4907.89 4.280.1860E+05 0.0000 0.0000 21.30 3356. 9 0 0 4907.86 4.250.1760E+05 0.0000 0.0000 21.08 3378. 10 10 0 4907.82 4.210.1658E+05 0.0000 0.0000 20.86 3400. 10 20 0 4907,79 4.180.1614E+05 0,0010 0,1100 20,64 3422, 10 30 0 4907.75 4.140.1602E+05 0.0000 0.0000 20.42 3443. 10 40 0 4907.71 4.100.1590E+05 0.0000 0,0000 20.20 3465. 10 50 0 4907.67 4.060.1578E+05 0.0000 0.0000 19.99 3486. 10 0 0 4907.63 4.020.1565E+05 0.0000 0.0000 19.77 3506. 11 10 0 4907.59 3.980.1553E+05 0.0000 0.0000 19.55 3527. 11 20 0 4907.54 3.930.1539E+05 0.0000 0.0000 19.33 3548. 11 30 0 4907.50 3.890.1526E+05 0.0000 0.0000 19.11 3568. 11 40 0 4907.46 3.850.1512E+05 0.0000 0.0000 18.89 3588. 11 50 0 4907.41 3.800.1499E+05 0,0000 1,1000 11,67 3608, 11 0 0 4907.37 3.760.1486E+05 0.0000 0.0000 18.45 3627. 12 10 0 4907.32 3.710.1472E+05 0.0000 0.0000 18.24 3647. 12 20 0 4907.27 3.660.1459E+05 0.0000 0.0000 18.02 3666. 12 30 0 4907.22 3.610.1444E+05 0.0000 0.0000 17.80 3685. 12 40 0 4907.17 3.560.1429E+05 0.0000 0.0000 17.58 3703. 12 50 0 4907.13 3.520.1414E+05 0.0000 0.0000 17.36 3722. 12 0 0 4907.07 3.460.1398E+05 0.0000 0.0000 17.14 3740. 13 10 0 4907.02 3.410.1383E+05 0.0000 0.0000 16.92 3758. 13 20 0 4916,97 3.360.1368E+05 0,0000 1,1110 16,71 3776, 13 30 0 4906.92 3.310.1353E+05 0.0000 0.0000 16.48 3794. 13 40 0 4906.86 3.250.1337E+05 0.0000 0.0000 16.26 3812. 13 50 0 4906.80 3.190.1319E+05 0.0000 0.0000 16.05 3829. 13 0 0 4906.74 3.130.1302E+05 0.0000 0.0000 15.83 3846. 14 10 0 4906.68 3.070.1283E+05 0.0000 0.0000 15.61 3863. 14 20 0 4906.62 3.010.1264E+05 0.0000 0.0000 15.39 3880. 14 30 0 4906.55 2.940.1244E+05 0.0000 0.0000 15.17 3896. 14 40 0 4906.48 2.870.1223E+05 0.0000 0.0000 14.95 3913. 14 50 0 4116,41 2.800.1202E+05 0,1010 0,0110 14,73 3929. 14 0 0 4906.34 2.730.1179E+05 0.0000 0.0000 14.51 3945. 15 10 0 4906.26 2.650.1156E+05 0.0000 0.0000 14.29 3961. 15 20 0 4906.18 2.570.1132E+05 0.0000 0.0000 14.07 3976. 15 30 0 4906.10 2.490.1107E+05 0.0000 0.0000 13.85 3992. 15 40 0 4906.01 2.400.1080E+05 0.0000 0.0000 13.64 4007. 15 50 0 4905.92 2.310.1052E+05 0.0000 0.0000 13.43 4022. 15 0 0 4905.83 2.220.1024E+05 0.0000 0.0000 13.21 4037. 16 10 0 4905.74 2.13 9951. 0.0000 0.0000 12.99 4051. 16 20 0 4905.64 2,03 9654, 0,1000 0,1100 12.77 4066, 16 30 0 4905.54 1.93 9348. 0.0000 0.0000 12.55 4080. 16 40 0 4905.44 1.83 9038. 0.0000 0.0000 12.33 4094. 16 50 0 4905.34 1.73 8721. 0.0000 0.0000 12.11 4107. 16 0 0 4905.24 1.63 8398. 0.0000 0.0000 11.89 4121. 17 10 0 4905.13 1.52 8075. 0.0000 0.0000 11.67 4134. ' 17 20 0 4905.03 1.42 7757. 0.0000 0.0000 11.45 4146. 17 30 0 4904.94 1.33 7461. 0.0000 0.0000 11.23 4159. 1 17 40 0 4904+85 1.24 7191. 0.0000 0.0000 11.01 4171. -` 17 50 0 4904.78 1.17 6951. 0.0000 0.0000 10.79 4182. 17 0 0 4904+72 1.11 6757. 0.0000 0.0000 10.57 4193. Mean 4907.33 3.72 Maximum 4909.97 6.36 Minimum 4903.61 0.00 11 M:UOBSl564-014\dataXEXTRAN2KlModel\XPSWMMtPARKING%564014x3.doo 10 of 52 Printed: 1022 AM, 08/04/00 I �I u I I I 6 1 1 1 f. J Time History of the H. G. L. ( feet) Max Ground Elevation: 4915.00 Time Max Crown Elevation: 4915.00 Junction:3 Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow ----------------- ----- ------------------ --------- ------------- 10 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 20 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 30 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 40 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 50 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 10 0 4899.83 0.02 78.71 0.0000 0.00000.9614E-020.1255E-02 20 0 4902.07 2.260.2965E+05 0.0000 0.0000 3.464 -13.70 30 0 4902.84 3.030.3327E+05 0.0000 0.0000 36.57 -65.21 40 0 4905.37 5.560.5191E+05 0.0000 0.0000 160.8 -118.8 50 0 4906.88 7.070.1122E+06 0.0000 0.0000 158.5 -134.5 0 0 4907.65 7.840.1384E+06 0.0000 0.0000 155.5 -120.8 10 0 4908.16 8.350.1494E+06 0.0000 0.0000 144.6 -62.70 20 0 4908.30 8.490.1494E+06 0.0000 0.0000 134.5 65.96 30 0 4908.30 8.490.1494E+06 0.0000 0.0000 125.9 194.5 40 0 4908.29 8.480.1494E+06 0.0000 0.0000 119.0 316.4 50 0 4908.28 8.470.1494E+06 0.0000 0.0000 114.3 433.3 0 0 4908.27 8.460.1494E+06 0.0000 0,0000 110.7 546.2 10 0 4908.27 8.460.1494E+06 0.0000 0,0000 108.0 655.9 20 0 4908.26 8.450.1494E+06 0.0000 0,0000 103.7 761.8 30 0 4908.25 8.440.1494E+06 0.0000 0.0000 97.53 862.2 40 0 4908.24 8.430.1494E+06 0.0000 0.0000 91.23 966.5 50 0 4908.23 8.420.1494E+06 0.0000 0.0000 85.85 1045. 0 0 4908.22 8.410.1494E+06 0.0000 0.0000 81.97 1130. 10 0 4908.21 8.400.1494E+06 0.0000 0.0000 79.47 1212. 20 0 4908.21 8.400.1494E+06 0.0000 0.0000 77.10 1292. 30 0 4908.20 8.390.1494E+06 0.0000 0.0000 74.89 1369. 40 0 4908.20 8.390.1494E+06 0.0000 0.0000 72.81 1444. 50 0 4908.19 8.380.1494E+06 0.0000 0.0000 70.86 1517. 0 0 4908.19 8.380.1494E+06 0.0000 0.0000 68:05 1587. 10 0 4908.18 8.370.1494E+06 0.0000 0.0000 65.32 1654. 20 0 4908.18 8.370.1494E+06 0.0000 0.0000 63.72 1719. 30 0 4908.17 8.360.1494E+06 0.0000 0.0000 61.79 1783. 40 0 4908.17 8.360.1494E+06 0.0000 0.0000 59.14 1843. 50 0 4908.16 8.350.1494E+06 0.0000 0.0000 56.46 1902. 0 0 4908.15 8.340.1494E+06 0.0000 0.0000 54.10 1957. 10 0 4908.15 8.340.1494E+06 0.0000 0.0000 51.96 2010. 20 0 4908.14 8.330.1494E+06 0.0000 0.0000 50.00 2062. 30 0 4908.14 8.330.1494E+06 0.0000 0.0000 48.17 2111. 40 0 4908.13 8.320.1494E+06 0.0000 0.0000 46.55 2159. 50 0 4908.13 8.320.1494E+06 0.0000 0.0000 45.05 2205. 0 0 4908.12 8.310.1494E+06 0.0000 0.0000 43.56 2250. 10 0 4908.12 8.310.1494E+06 0.0000 0.0000 42.10 2294. 20 0 4908.11 8.300.1494E+06 0.0000 0.0000 40.72 2337. 30 0 4908.11 8.300.1494E+06 0.0000 0.0000 39.04 2378. 40 0 4908.10 8.290.1494E+06 0.0000 0.0000 37.11 2417. 50 0 4908.09 8.280.1494E+06 0.0000 0.0000 35.18 2454. 0 0 4908.08 8.270.1494E+06 0.0000 0.0000 33.28 2489. 10 0 4908.07 8.260.1494E+06 0.0000 0.0000 31.41 2523. 20 0 4908.06 8.250.1494E+06 0.0000 0.0000 29.67 2555. 30 0 4908.05 8.240.1494E+06 0.0000 0.0000 28.06 2586. 40 0 4908.04 8.230.1494E+06 0.0000 0.0000 26.65 2617. 50 0 4908.02 8.210.1494E+06 0.0000 0.0000 25.36 2648. 0 0 4907.99 8.180.1492E+06 0.0000 0.0000 24.17 2679. 10 0 4907.96 8.150.1483E+06 0.0000 0.0000 23.41 2710. 20 0 4907.93 8.120.1474E+06 0.0000 0.0000 23.12 2741. 30 0 4907.90 8.090.1464E+06 0.0000 0.0000 22.87 2771. 40 0 4907.87 8.060.1453E+06 0.0000 0.0000 22.63 2802. 50 0 4907.84 8.030.1443E+06 0.0000 0.0000 22.38 2832. 0 0 4907.80 7.990.1432E+06 0.0000 0.0000 22.13 2863. 10 0 4907.77 7.960.1421E+06 0.0000 0.0000 21.88 2893. 20 0 4907.73 7.920.1410E+06 0.0000 0.0000 21.66 2924. 30 0 4907.69 7.880.1398E+06 0.0000 0.0000 21.45 2954. 40 0 4907.65 7.840.1386E+06 0.0000 0.0000 21.25 2984. 50 0 4907.62 7.810.1374E+06 0.0000 0.0000 21.04 3014. 0 0 4907.58 7.770.1362E+06 0.0000 0.0000 20.83 3044. 10 0 4907.54 7.730.1350E+06 0.0000 0.0000 20.65 3073. M:UOBSl564-014tdataTXTRAN2K\ModeNCPSWMM\PAMNGl564014x3.dm 11 of 52 Printed: 10:19 AM, 013/04/00 SEAR -BROWN I I 1 1 11 20 0 11 30 0 11 40 0 11 50 0 11 0 0 12 10 0 12 20 0 12 30 0 12 40 0 12 50 0 12 0 0 13 10 0 13 20 0 13 30 0 13 40 0 13 50 0 13 0 0 14 10 0 14 20 0 14 30 0 14 40 0 14 50 0 14 0 0 15 10 0 15 20 0 15 30 0 15 40 0 15 50 0 15 0 0 16 10 0 16 20 0 16 30 0 16 40 0 16 50 0 16 0 0 17 10 0 17 20 0 17 30 0 17 40 0 17 50 0 17 0 0 Mean Maximum Minimum 4907.50 4907.45 4907.41 4907.37 4907.32 4907.28 4907.23 4907.18 4907.14 4907.09 4907.04 4906.98 4906.93 4906.88 4906.82 4906.76 4906.70 4906.64 4906.58 4906.51 4906.44 4906.37 4906.30 4906.22 4906.14 4906.05 4905.96 4905.87 4905.77 4905.67 4905.57 4905.47 4905.35 4905.24 4905.11 4904.99 4904.85 4904.72 4904.59 4904.45 4904.31 4906.70 4908.30 4899.81 7.690.1337E+06 7.640.1324E+06 7.600.1310E+06 7.560.1297E+06 7.510.1283E+06 7.470.1268E+06 7.420.1254E+06 7.370.1239E+06 7.330.1224E+06 7.280.1208E+06 7.230.1193E+06 7.170.1173E+06 7.120.1147E+06 7.070.1119E+06 7.010.1091E+06 6.950.1061E+06 6.890.1031E+06 6.830.9995E+05 6.770.9671E+05 6.700.9336E+05 6.630.8989E+05 6.560.8627E+05 6.490.8250E+05 6.410.7855E+05 6.330.7440E+05 6.240.7004E+05 6.150.6644E+05 6.060.6420E+05 5.960.6190E+05 5.860.5952E+05 5.760.5707E+05 5.660.5452E+05 5.540.5184E+05 5.430.4905E+05 5.300.4612E+05 5.180.4330E+05 5.040.4260E+05 4.910.4190E+05 4.780.4120E+05 4.640.4048E+05 4.500.3976E+05 6.89 8.49 0.00 0.0000 0.0000 20.44 3103. 0.0000 0.0000 20.23 3133. 0.0000 0.0000 20.02 3162. 0.0000 0.0000 19.80 3191. 0.0000 0.0000 19.59 3221. 0.0000 0.0000 19.39 3250. 0.0000 0.0000 19.17 3279. 0.0000 0.0000 18.96 3307. 0.0000 0.0000 18.76 3336. 0.0000 0.0000 18.54 3365. 0.0000 0.0000 18.33 3393. 0.0000 0.0000 18.13 3422. 0.0000 0.0000 17.93 3450. 0.0000 0.0000 17.73 3478. 0.0000 0.0000 17.53 3506. 0.0000 0.0000 17.33 3533. 0.0000 0.0000 17.15 3561. 0.0000 0.0000 16.95 3588. 0.0000 0.0000 16.75 3615. 0.0000 0.0000 16.56 3643. 0.0000 0.0000 16.37 3669. 0.0000 0.0000 16.17 3696. 0.0000 0.0000 15.98 3722. 0.0000 0.0000 15.78 3749. 0.0000 0.0000 15.61 3775. 0.0000 0.0000 15.42 3800. 0.0000 0.0000 15.24 3826. 0.0000 0.0000 15.01 3851. 0.0000 0.0000 14.79 3876. 0.0000 0.0000 14.56 3900. 0.0000 0.0000 14.33 3925. 0.0000 0.0000 14.09 3948. 0.0000 0.0000 13.85 3972. 0.0000 0.0000 13.61 3996. 0.0000 0.0000 13.34 4018. 0.0000 0.0000 13.07 4041. 0.0000 0.0000 12.72 4063. 0.0000 0.0000 12.35 4085. 0.0000 0.0000 11.99 4106. 0.0000 0.0000 11.58 4127. 0.0000 0.0000 11.18 4147. Time History of the H. G. L. (feet) Max Ground Elevation: 4916.03 ' Time Max Crown Elevation: 4916.03 Junction:4 Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow ' -------- 0 10 --------- 0 4899.29 ----------------------- 0.00 43.32 --------- 0.0000 0.0000 ------ 0.0000 ------- 0.0000 0 20 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 30 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 40 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 ' 0 50 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 0 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 1 10 0 4899.30 0.01 205.0 0.0000 0.00000.2103E-010.7068E-03 ' 1 20 1 30 0 4912,22 0 4904.88 2.93 294.8 5.59 47.01 0.0001 0.0000 0.0000 0.0000 2.401 9.572 2.392 11.54 1 40 0 4907.51 8.220.4995E+05 0.0000 0.0000 17.82 42.46 1 50 0 4907.06 7.77 46.99 0.0000 0.0000 16.99 59.40 1 0 0 4907.49 8.200.5012E+05 0.0000 0.0000 33.03 82.41 2 10 0 4907.53 8.240.5047E+05 0.0000 0.0000 40.54 121.6 ' 2 20 0 4907.54 8.250.5060E+05 0.0000 0.0000 39.84 161.7 2 30 0 4907:53 8.240.5061E+05 0.0000 0.0000 37.74 199.8 2 40 0 4917,53 8.240.5060E+05 0.0000 0.0000 36.70 236.7 ' 2 50 2 0 0 4907.53 0 4907.53 8.240.5058E+05 8.240.5055E+05 0.0000 0.0000 0.0000 0.0000 36.12 34.94 272.9 308.2 3 10 0 4907.52 8.230.5052E+05 0.0000 0.0000 33.67 342.1 3 20 0 4907.52 8.230.5048E+05 0.0000 0.0000 33.00 375.3 3 30 0 4907.52 8.230.5045E+05 0.0000 0.0000 32.49 407.9 3 40 0 4907.52 8.230.5042E+05 0.0000 0.0000 31.90 440.0 M:UOBS\564-014\data\EXTRAN2K\ModeN(PSWMM\PARK NG\564014x3.dw 12 of 62 Printed: 10:22 AM. OW4100 SEAR -BROWN I 1 1 L 1 1 1 d 3 50 0 4907.52 8.230.5039E+05 0.0000 0.0000 31.44 471.6 3 0 0 4907.52 8.230.5037E+05 0.0000 0.0000 31.13 502.8 4 10 0 4907.52 8.230.5035E+05 0.0000 0.0000 30.91 533.9 4 20 0 4907.51 8.220.5034E+05 0.0000 0.0000 30.73 564.7 4 30 0 4907.51 8.220.5033E+05 0.0000 0.0000 30.57 595.4 4 40 0 4907.51 8.220.5031E+05 0.0000 0.0000 30.43 625.9 4 50 0 4907.51 8.220.5030E+05 0.0000 0.0000 30.31 656.3 4 0 0 4907.51 8.220.5027E+05 0.0000 0.0000 30.15 686.5 5 10 0 4907.51 8.220.5025E+05 0.0000 0.0000 29.99 716.6 5 20 0 4907.51 8.220.5023E+05 0.0000 0.0000 29.92 746.6 5'30 0 4907.51 8.220.5021E+05 0.0000 0.0000 29.82 776.5 5 40 0 4907.51 8.220.5017E+05 0.0000 0.0000 29.69 806.3 5 50 0 4907.51 8.220.5012E+05 0.0000 0.0000 29.57 836.0 5 0 0 4907.51 8.220.5006E+05 0.0000 0.0000 29.45 865.5 6 10 0 4907.51 8.220.4999E+05 0.0000 0.0000 29.35 895.0 6 20 0 4907.50 8.210.4991E+05 0.0000 0.0000 29.26 924.4 6 30 0 4907.50 8.210.4983E+05 0.0000 0.0000 29.18 953.8 6 40 0 4907.50 8.210.4975E+05 0.0000 0.0000 29.11 983.0 6 50 0 4907.50 8.210.4967E+05 0.0000 0,0000 29.05 1012. 6 0 0 4907.49 8.200.4961E+05 0.0000 0.0000 29.14 1043. 7 10 0 4907.47 8.180.4956E+05 0.0000 0.0000 29.37 1074. 7 20 0 4907.41 8.12 47.01 0.0000 0.0000 30.62 1104. 7 30 0 4907.40 8.11 47.01 0.0000 0.0000 30.77 1135. 7 40 0 4907.38 8.09 47.01 0.0000 0.0000 30.88 1166. 7 50, 0 4907.37 8.08 47.01 0.0000 0.0000 30.96 1197. 7 0 0 4907.36 8.07 47.01 0.0000 0.0000 31.00 1228. 8 10 0 4907.35 8.06 47.01 0.0000 0.0000 31.03 1259. 8 20 0 4907.34 8.05 47.01 0.0000 0.0000 31.04 1290. 8 30 0 4907+33 8.04 47.01 0.0000 0.0000 31.03 1321. 8 40 0 4907.32 8.03 47.01 0.0000 0.0000 31.01 1352. 8 50 0 4907.30 8.01 47.01 0.0000 0.0000 30.98 1383. 8 0 0 4907.28 7.99 47.01 0.0000 0.0000 30.92 1414. 9 10 0 4907.25 7.96 47.01 0.0000 0.0000 30.85 1445. 9 20 0 4907.22 7.93 47.01 0.0000 0.0000 30.78 1476. 9 30 0 4907.20 7.91 47.01 0.0000 0.0000 30.70 1506. 9 40 0 4907.17 7.88 47.01 0.0000 0.0000 30.62 1537. 9 50 0 4907.14 7.85 47.01 0.0000 0.0000 30.54 1568. 9 0 0 4907.11 7.82 47.01 0.0000 0.0000 30.45 1598. 10 10 0 4907.08 7.79 47.01 0.0000 0.0000 30.36 1628. 10 20 0 4907.04 7.75 47.01 0.0000 0.0000 30.27 1659. 10 30 0 4907.01 7.72 47.01 0.0000 0.0000 30.18 1689. 10 40 0 4906.98 7.69 47.01 0.0000 0.0000 30.08 1719. 10 50 0 4906.94 7.65 47.01 0.0000 0.0000 29.98 1749. 10 0 0 4906.91 7.62 47.01 0.0000 0.0000 29.88 1779. 11 10 0 4906.87 7.58 47.01 0.0000 0.0000 29.78 1809. 11 20 0 4906.84 7.55 47.01 0.0000 0.0000 29.67 1838. 11 30 0 4906.80 7.51 47.01 0.0000 0.0000 29.57 1868. 11 40 0 4906+76 7.47 47.01 0.0000 0.0000 29.46 1897. 11 50 0 4906.72 7.43 47.01 0.0000 0.0000 29.34 1927. 11 0 0 4906.68 7.39 47.01 0.0000 0.0000 29.23 1956. 12 10 0 4906.64 7.35 47.01 0.0000 0.0000 29.11 1985. 12 20 0 4906.60 7.31 47.01 0.0000 0.0000 28.98 2014. 12 30 0 4906.56 7.27 47.01 0.0000 0.0000 28.86 2043. 12 40 0 4906.52 7.23 47.01 0.0000 0.0000 28.73 2072. 12 50 0 4906.47 7.18 47.01 0.0000 0.0000 28.60 2100. 12 0 0 4906.43 7.14 47.01 0.0000 0.0000 28.47 2129. 13 10 0 4906.38 7.09 47.01 0.0000 0.0000 28.33 2157. 13 20 0 4906.33 7.04 47.01 0.0000 0.0000 28.19 2185. 13 30 0 4906.29 7.00 47.01 0.0000 0.0000 28.04 2213. 13 40 0 4906.24 6.95 47.01 0.0000 0.0000 27.89 2241. 13 50 0 4906.19 6.90 47.01 0.0000 0.0000 27.73 2269. 13 0 0 4906.13 6.84 47.01 0.0000 0.0000 27.56 2296. 14 10 0 4906.08 6.79 47.01 0.0000 0.0000 27.39 2324. 14 20 0 4906.02 6.73 47.01 0.0000 0.0000 27.22 2351. 14 30 0 4905.96 6.67 47.01 0.0000 0.0000 27.03 2378. 14 40 0 4905.90 6.61 47.01 0.0000 0.0000 26.84 2405. 14 50 0 4905.84 6.55 47.01 0.0000 0.0000 26.64 2431. 14 0 0 4905.77 6.48 47.01 0.0000 0.0000 26.43 2458. 15 10 0 4905.70 6.41 47.01 0.0000 0.0000 26.20 2484. 15 20 0 4905.63 6.34 47.01 0.0000 0.0000 25.97 2510. 15 30 0 4905.56 6.27 47.01 0.0000 0.0000 25.72 2536. 15 40 0 4905.47 6.18 47.01 0.0000 0.0000 25.45 2561. 15 50 0 4905.39 6.10 47.01 0.0000 0.0000 25.17 2586. I 15 0 0 4905.31 6.02 47.01 0.0000 0.0000 24.88 2611. 16 10 0 4905.22 5.93 47.01 0.0000 0.0000 24.58 2636. 16 20 0 4905.13 5.84 47.01 0.0000 0.0000 24.27 2660. 16 30 0 4905.03 5.74 47.01 0.0000 0.0000 23.99 2684. 16 40 0 4904.93 5.64 47.01 0.0000 0.0000 23.72 2708. 16 50 0 4904.82 5.53 47.01 0.0000 0.0000 23.36 2731. 16 0 0 4904.72 5.43 47.01 0.0000 0.0000 22.98 2754. M:UOBS\564-014Wata\FMRAN2K\ModeN(PSWMM\PARKING\564014x3.dm 13 M 52 Printed: 10:19 AM, 08tt14100 17 10 0 4904.60 5.31 47.01 0.0000 0.0000 22.57 2777. 17 20 0 4904.48 5.19 47.01 0.0000 0.0000 22.15 2799. 17 30 0 4904.36 5.07 47.01 0.0000 0.0000 21.71 2821. 17 40 0 4904.24 4.95 47.01 0.0000 0.0000 21.27 2842. 17 50 0 4904.12 4.83 47.01 0.0000 0.0000 20.81 2863. 17 0 0 4904.00 4.71 47.01 0.0000 0.0000 20.34 2883. Mean 4906.16 6.87 Maximum 4907.54 8.25 Minimum 4899.29 0.00 Ti me Hi story of the H. G. L. (feet) ' Max Ground Elevation: 4915.00 Time Max Crown Elevation: 4915.00 Junction:6 Hr_Mn_lc Elevation Depth Totl Area Node Area Volume Inflow Outflow 0 10 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 0 20 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 0 30 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 ' 0 40 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 0 50 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 0 0 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 1 10 0 4191,72 0,01 188.4 0,1100 0.00000.1994E-010.1325E-11 1 20 0 4902.17 3.47 76.82 0.0000 0.0000 7.744 7.446 ' 1 30 0 4904.59 5.89 76.82 0.0000 0.0000 29.31 36.04 1 40 0 4906.12 7.420.5047E+05 0.0000 0.0000 53.53 67.72 1 50 0 4906.21 7.510.5035E+05 0.0000 0.0000 27.36 88.38 1 0 0 4906.33 7.630.5112E+05 0.0000 0.0000 29.13 103.1 2 10 0 4906.55 7.850.5759E+05 0.0000 0.0000 42.85 127.8 2 20 0 4906.66 7.960.5849E+05 0.0000 0.0000 42.64 165.4 2 30 0 4906.69 7.990.5895E+05 0.0000 0.0000 39.92 205.5 2 40 0 4906.68 7.980.5920E+05 0,0100 0,0000 38.46 245.6 2 50 0 4906.66 7.960.5934E+05 0.0000 0.0000 37.71 285.5 2 0 0 4906.64 7.940.5938E+05 0.0000 0.0000 36.32 324.5 3 10 0 4906.62 7.920.5935E+05 0.0000 0.0000 34.67 362.4 3 20 0 4906.59 7.890.5927E+05 0.0000 0.0000 33.69 398.9 3 30 0 4906.56 7.860.5916E+05 0.0000 0.0000 33.02 434.6 ' 3 40 0 4906.54 7.840.5903E+05 0.0000 0.0000 32.33 469.5 3 50 0 4906.52 7.820.5891E+05 0.0000 0.0000 31.78 503.8 3 0 0 4906.50 7.800.5881E+05 0.0000 0.0000 31.40 537.6 4 10 0 4901,49 7.790.5875E+05 0,0000 1,1000 31,14 571.2 4 20 0 4906.47 7.770.5868E+05 0.0000 0.0000 30.92 604.5 4 30 0 4906.46 7.760.5861E+05 0.0000 0.0000 30.73 637.6 4 40 0 4906.45 7.750.5854E+05 0.0000 0.0000 30.58 670.6 4 50 0 4906.44 7.740.5847E+05 0.0000 0.0000 30.44 703.4 4 0 0 4906.42 7.720.5836E+05 0.0000 0.0000 30.26 736.1 5 10 0 4906.39 7.690.5823E+05 0.0000 0.0000 30.09 768.8 5 20 0 4906.38 7.680.5814E+05 0.0000 0.0000 30.01 801.4 5 30 0 4906.36 7.660.5804E+05 0.0000 0.0000 29.92 834.2 5 40 0 4906,33 7.630.5113E+01 0,0101 0,0000 29,11 867.5 5 50 0 4906.28 7.580.5099E+05 0.0000 0.0000 29.69 901.6 ' 5 0 0 4906.23 7.530.5081E+05 0.0000 0.0000 29.58 936.2 6 10 0 4906.16 7.460.5062E+05 0.0000 0.0000 29.49 971.3 6 20 0 4906.10 7.400.5040E+05 0.0000 0.0000 29.42 1007. 6 30 0 4906.02 7.320.5017E+05 0.0000 0.0000 29.34 1043. 6 40 0 4905.95 7.250.4994E+05 0.0000 0.0000 29.28 1079. 6 50 0 4905.88 7.180.4972E+05 0.0000 0.0000 29.23 1115. 6 0 0 4904.91 6.21 76.80 0.0000 0.0000 30.88 1146. 7 10 0 4904.77 6.07 76.80 0.0000 0.0011 30,63 1177, 7 20 0 4904.69 5.99 76.82 0.0000 0.0000 30.63 1207. 7 30 0 4904.65 5.95 76.82 0.0000 0.0000 30.77 1238. 7 40 0 4904.61 5.91 76.82 0.0000 0.0000 30.88 1269. 7 50 0 4904.59 5.89 76.82 0.0000 0.0000 30.96 1300. 7 0 0 4904.57 5.87 76.82 0.0000 0.0000 31.00 1331. ' 8 10 0 4904.56 5.86 76.82 0.0000 0.0000 31.03 1362. 8 20 0 4904.54 5.84 76.82 0.0000 0.0000 31.04 1393. 8 30 0 4904.53 5.83 76.82 0.0000 0.0000 31.04 1424. 8 40 0 4904.52 5.82 76.82 0.0000 0.0000 31.02 1455. 8 50 0 4904.51 5.81 76.82 0.0000 0.0000 30.98 1486. 8 0 0 4904.50 5.80 76.82 0.0000 0.0000 30.92 1517. 9 10 0 4904.48 5.78 76.82 0.0000 0.0000 30.86 1548. 9 20 0 4904.47 5.77 76.82 0.0000 0.0000 30.78 1579. 9 30 0 4904.45 5.75 76.82 0.0000 0.0000 30.71 1609. M:UOBS\564-014\data\EXTRAN2K\ModeKXPSWMM\PARKiNGZ64014x3.dx 14 M 52 Printed: 10:22 AM, OOA4100 ' 9 40 0 4904.44 5.74 76.82 0.0000 0.0000 30.63 1640. 9 50 0 4904.42 5.72 76.82 0.0000 0.0000 30.54 1671. 9 0 0 4904.41 5.71 76.82 0.0000 0.0000 30.46 1701. 10 10 0 4904.39 5.69 76.82 0.0000 0.0000 30.37 1731. 10 20 0 4904.38 5.68 76.82 0.0000 0.0000 30.28 1762. 10 30 0 4904.36 5.66 76.82 0.0000 0.0060 30.18 1792. 10 40 0 4904.34 5.64 76.82 0.0000 0.0000 30.09 1822. 10 50 0 4904.33 5.63 76.82 0.0000 0.0000 29.99 1852. 10 0 0 4904.31 5.61 76.82 0.0000 0.0000 29.89 1882. 11 10 0 4904.29 5.59 76.82 0.0000 0.0000 29.78 1912. 11 20 0 4904.27 5.57 76.82 0.0000 0.0000 29.68 1941. 11 30 0 4904.25 5.55 76.82 0.0000 0.0000 29.57 1971. 11 40 0 4904.23 5.53 76.82 0.0000 0.0000 29.46 2000. 11 50 0 4904.21 5.51 76.82 0.0000 0.0000 29.35 2030. 11 0 0 4904.19 5.49 76.82 0.0000 0.0000 29.23 2059. 12 10 0 4904.17 5.47 76.82 0.0000 0.0000 29.11 2088. 12 20 0 4904.15 5.45 76.82 0.0000 0.0000 28.99 2117. ' 12 30 0 4904.13 5.43 76.82 0.0000 0.0000 28.86 2146. 12 40 0 4904.11 5.41 76.82 0.0000 0.0000 28.73 2175. 12 50 0 4904.09 5.39 76.82 0.0000 0.0000 28.60 2203. 12 0 0 4904.06 5.36 76.82 0.0000 0.0000 28.47 2232. 13 10 0 4904.04 5.34 76.82 0.0000 0.0000 28.33 2260. 13 20 0 4904.02 5.32 76.82 0.0000 0.0000 28.19 2288. 13 30 0 4903.99 5.29 76.82 0.0000 0.0000 28.04 2316. 13 40 0 4903.97 5.27 76.82 0.0000 0.0000 27.89 2344. 13 50 0 4903.94 5.24 76.82 0.0000 0.0000 27.73 2372. ' 13 0 0 4903.91 5.21 76.82 0.0000 0.0000 27.57 2399. 14 10 0 4903.89 5.19 76.82 0.0000 0.0000 27.40 2427. 14 20 0 4903.86 5.16 76.82 0.0000 0.0000 27.22 2454. 14 30 0 4903.83 5.13 76.82 0.0000 0.0000 27.04 2481. 14 40 0 4903.80 5.10 76.82 0.0000 0.0000 26.85 2508. 14 50 0 4903.76 5.06 76.82 0.0000 0.0000 26.64 2535. 14 0 0 4903.73 5.03 76.82 0.0000 0.0000 26.43 2561. 15 10 0 4903.70 5.00 76.82 0.0000 0.0000 26.21 2587. 15 20 0 4903.66 4.96 76.82 0.0000 0.0000 25.97 2613. 15 30 0 4903.62 4.92 76.82 0.0000 0.0000 25.72 2639. 15 40 0 4903.58 4.88 76.82 0.0000 0.0000 25.46 2664. 15 50 0 4903.54 4.84 76.82 0.0000 0.0000 25.18 2690. 15 0 0 4903,49 4,79 76.82 0,0000 0,0110 24,19 2715, 16 10 0 4903.45 4.75 76.82 0.0000 0.0000 24.59 2739. ' 16 20 0 4903.40 4.70 76.82 0.0000 0.0000 24.28 2763. 16 30 0 4903.33 4.63 76.82 0.0000 0.0000 24.00 2787. 16 40 0 4903.28 4.58 76.82 0.0000 0.0000 23.73 2811. 16 50 0 4903.22 4.52 76.82 0.0000 0.0000 23.37 2835. ' 16 0 0 4903.17 4.47 76.82 0.0000 0.0000 22.99 2858. 17 10 0 4903.11 4.41 76.82 0.0000 0.0000 22.58 2880. 17 20 0 4903.04 4.34 76.82 0.0000 0.0000 22.16 2902. 17 30 0 4912,91 4.28 76.82 0.0000 0.0000 21,72 2924. 17 40 0 4902.91 4.21 76.82 0.0000 0.0000 21.28 2945. ' 17 50 0 4902.85 4.15 76.82 0.0000 0.0000 20.82 2966. 17 0 0 4902.78 4.08 76.82 0.0000 0.0000 20.35 2987. Mean 4904.36 5.66 Maximum 4906.69 7.99 Minimum 4898.70 0.00 Time History of the H. G. L. ( feet) ' Max Ground Elevation: 4910.00 Time Max Crown Elevation: 4910.00 3unction:7 Hr-Mn_Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow 0 10 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 20 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 30 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 ' 0 40 0 4897.87 0.00 28.73 0.0000 0,0000 0.0000 0.0000 0 50 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 0 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 1 10 1 20 0 0 4197,87 4902.05 0,00 263.8 4.180.5181E+05 0,0101 0.0000 0.00000.5083E-02 0.0000 48.44 0,0010 26.29 1 30 0 4902.57 4.700.5332E+05 0.0000 0.0000 118.8 66.81 1 40 0 4903.80 5.930.5717E+05 0.0000 0.0000 244.9 128.1 1 50 0 4905.24 7.370.6222E+05 0.0000 0.0000 151.8 191.8 1 0 0 4905.84 7.970.6524E+05 0.0000 0.0000 115.1 256.2 M:UOBS\564-014\data\EXTR4N2K\ModelVCPSWMM\PARKINGL564014x3_dw 15 of 52 Printed: 10:19 AM, 08/04/00 [I 1 1 11 1 j L 2 10 0 4906.21 8.340.6710E+05 0.0000 0.0000 96.28 320.8 2 20 0 4906.41 8.540.6809E+05 0.0000 0.0000 77.05 384.8 2 30 0 4906.45 8.580.6828E+05 0.0000 0.0000 59.02 447.5 2 40 0 4906.36 8.490.6782E+05 0.0000 0.0000 44.14 509.0 2 50 0 4906.23 8.360.6720E+05 0.0000 0.0000 41.87 569.4 2 0 0 4906.10 8.230.6652E+05 0.0000 0.0000 36.94 629.1 3 10 0 4905.94 8.070.6571E+05 0.0000 0.0000 36.27 688.0 3 20 0 4905.74 7.870.6472E+05 0.0000 0.0000 33.61 746.3 3 30 0 4905.52 7.650.6361E+05 0.0000 0.0000 33.24 804.1 3 40 0 4905.29 7.420.6245E+05 0.0000 0.0000 32.15 861.2 3 50 0 4905.10 7.230.6153E+05 0.0000 0.0000 35.80 918.0 3 0 0 4904.95 7.080.6086E+05 0.0000 0.0000 34.80 974.4 4 10 0 4904.85 6.980.6052E+05 0.0000 0.0000 34.87 1031. 4 20 0 4904.74 6.870.6019E+05 0.0000 0.0000 35.00 1087. 4 30 0 4904.64 6.770.5986E+05 0.0000 0.0000 35.24 1142. 4 40 0 4904.54 6.670.5953E+05 0.0000 0.0000 35.50 1198. 4 50 0 4904.44 6.570.5921E+05 0.0000 0.0000 35.76 1253. 4 0 0 4904.28 6.410.5870E+05 0.0000 0.0000 36.03 1308. 5 10 0 4904.09 6.220.5812E+05 0.0000 0.0000 36.72 1362. 5 20 0 4903.98 6.110.5776E+05 0.0000 0.0000 36.50 1417. 5 30 0 4903.87 6.000.5742E+05 0.0000 0.0000 39.42 1471. 5 40 0 4903.74 5.870.5698E+05 0.0000 0.0000 37.65 1524. 5 50 0 4903.57 5.700.5644E+05 0.0000 0.0000 40.86 1577. 5 0 0 4903.42 5.550.5596E+05 0,0000 0.0000 36.80 1630. 6 10 0 4903.28 5.410.5551E+05 0.0000 0.0000 39.04 1683. 6 20 0 4903.13 5.260.5506E+05 0.0000 0.0000 39.93 1734. 6 30 0 4903.01 5.140.5465E+05 0.0000 0.0000 39.04 1785. 6 40 0 4902.88 5.010.5427E+05 0.0000 0.0000 37.98 1834. 6 50 0 4902.77 4.900.5396E+05 0.0000 0.0000 41.40 1881. 6 0 0 4902.66 4.790.5365E+05 0.0000 0.0000 37.97 1924. 7 10 0 4902.56 4.690.5336E+05 0.0000 0.0000 35.44 1964. 7 20 0 4902.48 4.610.5311E+05 0.0000 0.0000 34.33 2002. 7 30 0 4902.41 4.540.5293E+05 0.0000 0.0000 32.12 2038. 7 40 0 4902.37 4.500.5279E+05 0.0000 0.0000 33.11 2072. 7 50 0 4902.33 4.460.5268E+05 0.0000 0.0000 33.08 2106. 7 0 0 4902.30 4.430.5260E+05 0.0000 0.0000 32.65 2139. 8 10 0 4902.29 4.420.5255E+05 0.0000 0.0000 32.48 2171. 8 20 0 4902.27 4.400.5251E+05 0.0000 0.0000 32.27 2203. 8 30 0 4902.26 4.390.5247E+05 0.0000 0.0000 32.14 2235. 8 40 0 4902.25 4.380.5245E+05 0.0000 0.0000 31.96 2267. 8 50 0 4902.25 4.380.5243E+05 0.0000 0.0000 31.80 2298. 8 0 0 4902.24 4.370.5242E+05 0.0000 0.0000 31.57 2330. 9 10 0 4902.24 4.370.5240E+05 0.0000 0.0000 31.32 2361. 9 20 0 4902.23 4.360.5239E+05 0.0000 0.0000 31.05 2392. 9 30 0 4902.23 4.360.5238E+05 0.0000 0.0000 30.77 2423. 9 40 0 4902.23 4.360.5237E+05 0.0000 0.0000 30.49 2454. 9 50 0 4902.22 4.350.5236E+05 0.0000 0.0000 30.23 2485. 9 0 0 4902.22 4.350.5235E+05 0.0000 0.0000 30.04 2516. 10 10 0 4902.22 4.350.5234E+05 0.0000 0.0000 29.91 2546. 10 20 0 4902.21 4.340.5233E+05 0.0000 0.0000 29.85 2577. 10 30 0 4902.21 4.340.5232E+05 0.0000 0.0000 29.88 2608. 10 40 0 4902.21 4.340.5231E+05 0.0000 0.0000 29.94 2638. 10 50 0 4902.20 4.330.5230E+05 0.0000 0.0000 30.01 2668. 10 0 0 4902.20 4.330.5229E+05 0.0000 0.0000 30.09 2699. 11 10 0 4902.20 4.330.5228E+05 0.0000 0.0000 30.11 2729. 11 20 0 4902.19 4.320.5226E+05 0.0000 0.0000 30.05 2759. 11 30 0 4902.19 4.320.5225E+05 0.0000 0.0000 29.90 2789. 11 40 0 4902.19 4.320.5224E+05 0.0000 0.0000 29.67 2818. 11 50 0 4902.18 4.310.5223E+05 0.0000 0.0000 29.39 2848. 11 0 0 4902.18 4.310.5222E+05 0.0000 0.0000 29.12 2878. 12 10 0 4902.17 4.300.5220E+05 0.0000 0.0000 28.88 2907. 12 20 0 4902.17 4.300.5219E+05 0.0000 0.0000 28.75 2937. 12 30 0 4902.16 4.290.5218E+05 0.0000 0.0000 28.69 2966. 12 40 0 4902.16 4.290.5216E+05 0.0000 0.0000 28.71 2995. 12 50 0 4902.15 4.280.5215E+05 0.0000 0.0000 28.73 3024. 12 0 0 4902.15 4.280.5213E+05 0.0000 0.0000 28.71 3053. 13 10 0 4902.15 4.280.5212E+05 0.0000 0.0000 28.59 3082, 13 20 0 4902.14 4.270.5210E+05 0.0000 0.0000 28.34 3111. 13 30 0 4902.13 4.260.5209E+05 0.0000 0.0000 28.03 3139. 13 40 0 4902.13 4.260.5207E+05 0.0000 0.0000 27.74 3167. 13 50 0 4902.12 4.250.5205E+05 0.0000 0.0000 27.55 3196. 13 0 0 4902.12 4.250.5203E+05 0.0000 0.0000 27.42 3224. 14 10 0 4902.11 4.240.5202E+05 0.0000 0.0000 27.33 3252. 14 20 0 4902.11 4.240.5200E+05 0.0000 0.0000 27.26 3280. 14 30 0 4902.10 4.230.5198E+05 0.0000 0.0000 27.18 3307. 14 40 0 4902.09 4.220.5196E+05 0.0000 0.0000 27.06 3335. 14 50 0 4902.09 4.220.5193E+05 0.0000 0.0000 26.87 3362. 14 0 0 4902.08 4.210.5191E+05 0.0000 0.0000 26.59 3389. 15 10 0 4902.07 4.200.5189E+05 0.0000 0.0000 26.24 3416. 15 20 0 4902.06 4.190.5186E+05 0.0000 0.0000 25.88 3443. M:UOBS\.564-014\datatEXTRAN2K\ModeNCPSWMWPARKING\564014x3.dm 16 of 52 Printed: 10:22 AM, 08/04/00 SEAR -BROWN I 1 r] d L I II 1 1 11 15 30 0 4902.06 4.190.5184E+05 15 40 0 4902.05 4.180.5181E+05 15 50 0 4902.04 4.170.5178E+05 15 0 0 4902.03 4.160.5175E+05 16 10 0 4902.02 4.150.5172E+05 16 20 0 4902.01 4.140.5168E+05 16 30 0 4901.97 4.10 268.0 16 40 0 4901.94 4.07 268.5 16 50 0 4901.93 4.06 268.8 16 0 0 4901.91 4.04 268.9 17 10 0 4901.90 4.03 269.1 17 20 0 4901.88 4.01 269.1 17 30 0 4901.86 3.99 269.1 17 40 0 4901.84 3.97 269.1 17 50 0 4901.82 3.95 269.1 17 0 0 4901.80 3.93 274.1 Mean 4902.63 4.76 Maximum 4906.45 8.58 Minimum 4897.87 0.00 0.0000 0.0000 25.58 3469. 0.0000 0.0000 25.37 3495. 0.0000 0.0000 25.21 3522. 0.0000 0.0000 25.04 3547. 0.0000 0.0000 24.78 3573. 0.0000 0.0000 24.39 3598. 0.0000 0.0000 24.58 3623. 0.0000 0.0000 23.78 3646. 0.0000 0.0000 23.42 3670. 0.0000 0.0000 23.04 3693. 0.0000 0.0000 22.64 3715. 0.0000 0.0000 22.21 3738. 0.0000 0.0000 21.78 3759. 0.0000 0.0000 21.33 3781. 0.0000 0.0000 20.88 3802. 0.0000 0.0000 20.41 3822. Time History of the H. G. L. ( feet) Max Ground Elevation: 4896.50 Time Max Crown Elevation: 4896.50 Junction:ll Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow -------- --------- -------------- --------- ----- --- ------------- 0 10 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 20 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 30 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 40 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 50 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 0 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 1 10 0 4882.56 0.01 222.2 0.0000 0.00000.9614E-02 0.0000 1 20 0 4888.02 5.470.1192E+06 0.0000 0.0000 28.92 6.032 1 30 0 4888.17 5.620.1219E+06 0.0000 0.0000 53.55 13.04 1 40 0 4888.57 6.020.1292E+06 0.0000 0.0000 105.7 22.04 1 50 0 4888.98 6.430.1367E+06 0.0000 0.0000 94.88 33.04 1 0 0 4889.31 6.760.1427E+06 0.0000 0.0000 83.72 45.42 2 10 0 4889.62 7.070.1493E+06 0.0000 0.0000 117.3 59.04 2 20 0 4890.21 7.660.1608E+06 0.0000 0.0000 194.4 74.85 2 30 0 4890.86 8.310.1735E+06 0.0000 0.0000 194.0 92.45 2 40 0 4891.40 8.850.1843E+06 0.0000 0.0000 183.4 111.8 2 50 0 4891.78 9.230.1917E+06 0.0000 0.0000 174.5 158.7 2 0 0 4892.02 9.470.1964E+06 0.0000 0.0000 166.7 244.1 3 10 0 4892.16 9.610.1993E+06 0.0000 0.0000 159.5 358.0 3 20 0 4892.25 9.700.2009E+06 0.0000 0.0000 151.5 489.6 3 30 0 4892.28 9.730.2015E+06 0.0000 0.0000 142.3 628.1 3 40 0 4892.28 9.730.2015E+06 0.0000 0.0000 133.1 766.1 3 50 0 4892.26 9.710.2011E+06 0.0000 0.0000 125.0 899.9 3 0 0 4892.24 9.690.2007E+06 0.0000 0.0000 119.1 1029. 4 10 0 4892.22 9.670.2004E+06 0.0000 0.0000 115.2 1155. 4 20 0 4892.21 9.660.2000E+06 0.0000 0.0000 111.5 1278. 4 30 0 4892.19 9.640.1997E+06 0.0000 0.0000 108.1 1397. 4 40 0 4892.17 9.620.1994E+06 0.0000 0.0000 104.9 1513. 4 50 0 4892.16 9.610.1990E+06 0.0000 0.0000 101.9 1625. 4 0 0 4892.13 9.580.1985E+06 0.0000 0.0000 97.41 1732. 5 10 0 4892.10 9.550.1980E+06 0.0000 0.0000 92.84 1834. 5 20 0 4892.09 9.540.1976E+06 0.0000 0.0000 90.36 1933. 5 30 0 4892.07 9.520.1973E+06 0.0000 0.0000 87.95 2028. 5 40 0 4892.05 9.500.1947E+06 0.0000 0.0000 84.92 2120. 5 50 0 4892.03 9.480.1943E+06 0.0000 0.0000 81.82 2209. 5 0 0 4892.01 9.460.1939E+06 0.0000 0.0000 79.05 2293. 6 10 0 4892.00 9.450.1936E+06 0.0000 0.0000 76.37 2375. 6 20 0 4891.98 9.430.1933E+06 0.0000 0.0000 73.78 2454. 6 30 0 4891.96 9.410.1930E+06 0.0000 0.0000 70.63 2530. 6 40 0 4891.95 9.400.1927E+06 0.0000 0.0000 68.26 2603. 6 50 0 4891.93 9.380.1924E+06 0.0000 0.0000 63.77 2674. 6 0 0 4891.91 9.360.1920E+06 0.0000 0.0000 59.09 2741. 7 10 0 4891.89 9.340.1915E+06 0.0000 0.0000 54.38 2805. 7 20 0 4891.86 9.310.1910E+06 0.0000 0.0000 49.93 2864. 7 30 0 4891.84 9.290.1905E+06 0.0000 0.0000 46.18 2920. 7 40 0 4891.81 9.260.1900E+06 0.0000 0.0000 42.82 2971. 7 50 0 4891.78 9.230.1895E+06 0.0000 0.0000 39.94 3019. M:VOBS\564-014Wata\EXTRAN2K\ModeN(PSWMMtPARKINGZU014x3.dm 17 W52 Printed: 10:19 AM, Oal(W00 SEAR -BROWN I L I I 7 0 0 4891.76 9.210.1890E+06 0.0000 0.0000 37.41 3063. 8 10 0 4891.74 9.190.1886E+06 0.0000 0.0000 35.19 3105. 8 20 0 4891.72 9.170.1882E+06 0.0000 0.0000 33.31 3144. 8 30 0 4891.70 9.150.1879E+06 0.0000 0.0000 31.92 3181. 8 40 0 4891.69 9.140.1876E+06 0.0000 0.0000 31,64 3217. 8 50 0 4891.68 9.130.1874E+06 0.0000 0.0000 31.47 3251. 8 0 0 4891.67 9.120.1873E+06 0.0000 0.0000 31.34 3284. 9 10 0 4891.66 9.110.1872E+06 0.0000 0.0000 31.23 3317. 9 20 0 4891.66 9.110.1871E+06 0.0000 0,0000 31.13 3350. 9 30 0 4891.65 9.100.1870E+06 0.0000 0.0000 31.03 3382. 9 40 0 4891.65 9.100.1870E+06 0.0000 0.0000 30.94 3413. 9 50 0 4891.65 9.100.1869E+06 0.0000 0.0000 30.86 3445. 9 0 0 4891.65 9.100.1869E+06 0.0000 0.0000 30.77 3476. 10 10 0 4891.65 9.100.1869E+06 0.0000 0.0000 30.69 3507. 10 20 0 4891.64 9.090.1868E+06 0.0000 0.0000 30.60 3538. 10 30 0 4891.64 9.090.1868E+06 0.0000 0.0000 30.52 3569. 10 40 0 4891.64 9.090.1868E+06 0.0000 0.0000 30.42 3600. 10 50 0 4891.64 9.090.1868E+06 0.0000 0.0000 30.33 3630. 10 0 0 4891.64 9.090'.1867E+06 0.0000 0.0000 30.24 3661. 11 10 0 4891.64 9.090.1867E+06 0.0000 0.0000 30.14 3691. 11 20 0 4891.64 9.090.1867E+06 0.0000 0.0000 30.04 3722. 11 30 0 4891.64 9.090.1867E+06 0.0000 0.0000 29.93 3752. 11 40 0 4891.64 9.090.1867E+06 0.0000 0.0000 29.83 3782. 11 50 0 4891.64 9.090.1867E+06 0.0000 0.0000 29.73 3812. 11 0 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.62 3842. 12 10 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.51 3872. 12 20 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.40 3902. 12 30 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.29 3931. 12 40 0 4891.63 9.080.1865E+06 0.0000 0.0000 29.17 3961. 12 50 0 4891.63 9.080.1865E+06 0.0000 0.0000 29.05 3990. 12 0 0 4891.63 9.080.1865E+06 0.0000 0.0000 28.92 4020. 13 10 0 4891.63 9.080.1865E+06 0.0000 0.0000 28.79 4049. 13 20 0 4891.63 9.080.1865E+06 0.0000 0.0000 28.66 4078. 13 30 0 4891.62 9.070.1864E+06 0.0000 0.0000 28.53 4107. 13 40 0 4891.62 9.070.1864E+06 0.0000 0.0000 28.39 4136. 13 50 0 4891.62 9.070.1864E+06 0.0000 0.0000 28.25 4164. 13 0 0 4891.62 9.070.1864E+06 0.0000 0.0000 28.11 4193. 14 10 0 4891.62 9.070.1863E+06 0.0000 0.0000 27.96 4221. 14 20 0 4891.62 9.070.1863E+06 0.0000 0.0000 27.80 4249. 14 30 0 4891.62 9.070.1863E+06 0.0000 0.0000 27.64 4278. 14 40 0 4891.61 9.060.1862E+06 0.0000 0.0000 27.47 4306. 14 50 0 4891.61 9.060.1862E+06 0.0000 0.0000 27.29 4333. 14 0 0 4891.61 9.060.1862E+06 0.0000 0.0000 27.11 4361. 15 10 0 4891.61 9.060.1861E+06 0.0000 0.0000 26.92 4389. 15 20 0 4891.61 9.060.1861E+06 0.0000 0.0000 26.72 4416. 15 30 0 4891.60 9.050.1861E+06 0.0000 0.0000 26.51 4443. 15 40 0 4891.60 9.050.1860E+06 0.0000 0.0000 26.29 4470. 15 50 0 4891.60 9.050.1860E+06 0.0000 0.0000 26.05 4497. 15 0 0 4891.60 9.050.1859E+06 0.0000 0.0000 25.81 4523. 16 10 0 4891.60 9.050.1859E+06 0.0000 0.0000 25.55 4550. 16 20 0 4891.59 9.040.1858E+06 0.0000 0.0000 25.28 4576. 16 30 0 4891.59 9.040.1858E+06 0.0000 0.0000 24.54 4602. 16 40 0 4891.58 9.030.1857E+06 0.0000 0.0000 23.79 4627. 16 50 0 4891.58 9.030.1856E+06 0.0000 0.0000 23.44 4652. 16 0 0 4891.57 9.020.1855E+06 0.0000 0.0000 23.06 4677. 17 10 0 4891.57 9.020.1854E+06 0.0000 0.0000 22.65 4701. 17 20 0 4891.56 9.010.1853E+06 0.0000 0.0000 22.23 4725. 17 30 0 4891.56 9.010.1852E+06 0.0000 0.0000 21.80 4748. 17 40 0 4891.55 9.000.1851E+06 0.0000 0.0000 21.35 4771. 17 50 0 4891.55 9.000.1850E+06 0.0000 0.0000 20.90 4794. 17 0 0 4891.54 8.990.1849E+06 0.0000 0.0000 20.43 4816. Mean 4890.98 8.43 Maximum 4892.28 9.73 Minimum 4882.55 0.00 Time History of the H. G. L. ( feet) Max Ground Time Max Crown Junction:8 Hr:Mn:Sc Elevation Elevation: 4925.00 Elevation: 4925.00 Depth Totl Area Node Area Volume Inflow Outflow 0 10 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 20 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 M:UOBSt564-014tdata\EXTRAN2KVdodeKXPSWMM\PARKING\564014x3.doc 18 of 52 Printed: 1022 AM, 08/04/00 SEAR -BROWN 7 1 0 30 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 40 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 50 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 0 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 1 10 0 4898.12 0.03 503.3 0.0000 0.00000.9517E-010.3757E-02 1 20 0 4902.34 4.25 506.0 0.0000 0.0000 40.28 39.44 1 30 0 4903.98 5.89 46.74 0.0000 0.0000 85.13 124.4 1 40 0 4907.25 9.16 46.74 0.0000 0.0000 134.8 259.1 1 50 0 4907.50 9.41 46.74 0.0000 0.0000 109.2 368.3 1 0 0 4907.62 9.53 46.74 0.0000 0.0000 97.01 465.3 2 10 0 4907.48 9.39 46.74 0.0000 0.0000 82.07 547.4 2 20 0 4907.20 9.11 46.74 0.0000 0.0000 65.16 612.6 2 30 0 4906.87 8.78 46.74 0.0000 0.0000 48.08 660.7 2 40 0 4906.52 8.43 46.74 0.0000 0.0000 32.15 692.6 2 50 0 4906.38 8.29 46.74 0.0000 0.0000 27.96 720.6 2 0 0 4906.18 8.09 46.74 0.0000 0.0000 21.41 742.0 3 10 0 4905.96 7.87 46.74 0.0000 0.0000 18.29 761.1 3 20 0 4905.77 7.68 46.74 0.0000 0.0000 14.50 775.5 3 30 0 4905.54 7.45 46.74 0.0000 0.0000 11.99 787.6 3 40 0 4905.31 7.22 46.74 0.0000 0.0000 9.088 796.5 3 50 0 4905.11 7.02 46.74 0.0000 0.0000 11.15 807.7 3 0 0 4904.94 6.85 46.74 0.0000 0.0000 9.159 816.7 4 10 0 4904.86 6.77 46.74 0.0000 0.0000 8.308 825.1 4 20 0 4904.75 6.66 46.74 0.0000 0.0000 7.755 832.9 4 30 0 4904.65 6.56 46.74 0.0000 0.0000 7.283 840.2 4 40 0 4904.54 6.45 46.74 0.0000 0.0000 6.860 847.1 4 50 0 4904.44 6.35 46.74 0.0000 0.0000 6.482 853.6 4 0 0 4904.28 6.19 46.74 0.0000 0.0000 5.743 859.3 5 10 0 4904.09 6.00 46.74 0.0000 0.0000 5.328 864.7 5 20 0 4903.98 5.89 46.74 0.0000 0.0000 4.472 869.2 5 30 0 4903.89 5.80 46.74 0.0000 0.0000 6.767 876.0 5 40 0 4903.73 5.64 46.74 0.0000 0.0000 4.277 880.4 5 50 0 4903.58 5.49 75.83 0.0000 0.0000 6.461 887.2 5 0 0 4903.43 5.34 104.4 0.0000 0.0000 2.037 889.4 6 10 0 4903.28 5.19 125.6 0.0000 0.0000 3.942 893.3 6 20 0 4903.14 5.05 140.2 0.0000 0.0000 4.332 897.7 6 30 0 4903.01 4.92 185.7 0.0000 0.0000 3.155 900.9 6 40 0 4902.77 4.68 315.1 0.0000 0.0000 1.752 902.7 6 50 0 4902.85 4.76 292.9 0.0000 0.0000 5.758 907.7 6 0 0 4902.75 4.66 343.6 0.0000 0.0000 6.134 914.8 7 10 0 4902.57 4.48 410.0 0.0000 0.0000 4.054 919.6 7 20 0 4902.53 4.44 434.1 0.0000 0.0000 1.655 923.3 7 30 0 4902.47 4.38 464.5 0.0000 0.0000 1.226 924.7 7 40 0 4902.38 4.29 513.3 0.0000 0.0000 1.523 926.9 7 50 0 4902.33 4.24 535.4 0.0000 0.0000 1.138 929.0 7 0 0 4902.30 4.21 547.3 0.0000 0.0000 1.104 930.7 8 10 0 4902.28 4.19 554.3 0.0000 0.00000.8806 932.1 8 20 0 4902.27 4.18 557.7 0.0000 0.00000.8092 933.3 8 30 0 4902.26 4.17 560.3 0.0000 0.00000.6628 934.4 8 40 0 4902.26 4.17 561.5 0.0000 0.00000.5979 935.4 8 50 0 4902.25 4.16 562.0 0.0000 0.00000.5000 936.2 8 0 0 4902.25 4.16 562.4 0.0000 0.00000.4105 936.8 9 10 0 4902.25 4.16 563.0 0.0000 0.00000.2826 937.3 9 20 0 4902.25 4.16 563.8 0.0000 0.00000.1712 937.6 9 30 0 4902.24 4.15 565.0 0.0000 0.00000.3716E-01 937.6 9 40 0 4902.24 4.15 566.4 0.0000 0.0000-.7358E-01 937.5 9 50 0 4902.23 4.14 568.0 0.0000 0.0000-.1680 937.2 9 0 0 4902.23 4.14 570.0 0.0000 0.0000-.2628 936.8 10 10 0 4902.22 4.13 572.4 0.0000 0.0000-.2883 936.3 10 20 0 4902.21 4.12 574.4 0.0000 0.0000-.2427 935.9 10 30 0 4902.20 4.11 576.2 0.0000 0.0000-.1839 935.6 10 40 0 4902.20 4.11 577.7 0.0000 0.0000-.9074E-01 935.4 10 50 0 4902.20 4.11 578.7 0.0000 0.00000.3207E-01 935.4 10 0 0 4902.19 4.10 579.2 0.0000 0.00000.1233 935.6 11 10 0 4902.19 4.10 579.3 0.0000 0.00000.2017 936.0 11 20 0 4902.19 4.10 579.2 0.0000 0.00000.2368 936.3 11 30 0 4902.19 4.10 579.1 0.0000 0.00000.2136 936.7 11 40 0 4902.19 4.10 579.4 0.0000 0.00000.1327 936.9 11 50 0 4902.19 4.10 580.1 0.0000 0.00000.3001E-01 936.9 11 0 0 4902.18 4.09 581.4 0.0000 0.0000-.6586E-01 936.8 12 10 0 4902.18 4.09 583.1 0.0000 0.0000-.1337 936.6 12 20 0 4902.17 4.08 585.1 0.0000 0.0000-.1507 936.3 12 30 0 4902.16 4.07 586.9 0.0000 0.0000-.1050 936.2 12 40 0 4902.15 4.06 588.3 0.0000 0.0000-.1461E-01 936.1 12 50 0 4902.15 4.06 589.2 0.0000 0.00000.8086E-01 936.2 12 0 0 4902.15 4.06 589.6 0.0000 0.00000.1447 936.5 13 10 0 4902.15 4.06 589.8 0.0000 0.00000.1531 936.7 13 20 0 4902.14 4.05 590.2 0.0000 0.00000.9756E-01 936.9 13 30 0 4902.14 4.05 591.1 0.0000 0.0000-.1134E-02 936.9 13 40 0 4902.13 4.04 592.7 0.0000 0.0000-.8322E-01 936.7 M:VOBS1564.014\data\F>RRAN2K\ModeNCPSWMMTARKING%564014x3.dm 19 of 52 Pdnted: 10:19 AM, OBN4I00 r13 50 0 4902.12 4.03 594.5 0.0000 0.0000.106 7 936.5 13 0 0 4902.12 4.03 596.2 0.0000 0.0000-.9030E-01 936.4 14 10 0 4902.11 4.02 597.6 0.0000 0.0000-.3948E-01 936.3 14 20 0 4902.10 4.01 598.9 0.0000 0.00000.2585E-01 936.3 14 30 0 4902.10 4.01 599.9 0.0000 0.00000.8886E-01 936.5 14 40 0 4902.09 4.00 600.6 0.0000 0.00000.1303 936.7 14 50 0 4902.09 4.00 601.2 0.0000 0.00000.1328 936.9 14 0 0 4902.08 3.99 601.9 0.0000 0.00000.9002E-01 937.1 15 10 0 4902.08 3.99 602.8 0.0000 0.00000.1521E-01 937.1 15 20 0 4902.07 3.98 604.2 0.0000 0.0000-.5772E-01 937.0 15 30 0 4902.06 3.97 605.8 0.0000 0.0000-.8931E-01 936.8 15 40 0 4902.04 3,95 607.5 0,0000 0.0000-.5739E-01 936.7 15 50 0 4902.03 3.94 608.9 0.0000 0.00000.2007E-01 936.8 1 15 0 0 4902.02 3.93 610.0 0.0000 0.00000.8876E-01 936.9 16 10 0 4902.02 3.93 610.9 0.0000 0.00000.1093 937.1 16 20 0 4902.01 3.92 611.9 0.0000 0.00000.6575E-01 937.2 16 30 0 4901.98 3.89 614.4 0.0000 0.00000.8890E-01 937.7 16 40 0 4901.94 3.85 619.8 0.0000 0.00000.2300E-01 937.8 16 50 0 4901.93 3.84 621.7 0.0000 0.00000.2514E-01 937.8 16 0 0 4901.91 3.82 632.0 0.0000 0.00000.2600E-01 937.9 17 10 0 4911,90 3.81 643.1 0.0001 0.00000.2705E-01 937.9 17 20 0 4901.88 3.79 654.7 0.0000 0.00000.2742E-01 938.0 17 30 0 4901.86 3.77 666.8 0.0000 0.00000.2785E-01 938.0 17 40 0 4901.84 3.75 679.2 0.0000 0.00000.2831E-01 938.1 17 50 0 4901.82 3.73 692.0 0.0000 0.00000.2885E-01 938.1 17 0 0 4901.80 3.71 710.3 0.0000 0.00000.2945E-01 938.2 ' Mean 4902.76 4.67 Maximum 4907.62 9.53 Minimum 4898.09 0.00 1 Time History of the H.G. L. ( feet) l Max Ground Elevation: 4925.00 Time Max Crown Elevation: 1925,00 Junction:9 ' Hr:Mn:Sc -------- Elevation --------- Depth Totl Area Node Area -------------- --------- Volume Inflow Outflow --------- ------------- 11 r r r r r 0 10 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 20 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 30 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 40 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 50 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 0 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 1 10 0 4899.48 0.11 281.2 0.0000 0.00000.1824 0.5633E-01 1 20 0 4902.63 3.26 415.3 0.0000 0.0000 33.02 31.97 1 30 0 4905.06 5.69 56.83 0.0000 0.0000 62.28 93.88 1 40 0 4910.17 10.80 56.83 0.0000 0.0000 105.3 198.7 1 50 0 4910.04 10.67 56.83 0.0000 0.0000 98.25 296.9 1 0 0 4909.74 10.37 56.83 0.0000 0.0000 89.05 386.8 2 10 0 4909.04 9.67 56.83 0.0000 0.0000 77.27 464.1 2 20 0 4908.20 8.83 56.83 0.0000 0.0000 61.88 526.1 2 30 0 4907.41 8.04 56.83 0.0000 0.0000 45.22 571.9 2 40 0 4907.02 7.65 56.83 0.0000 0.0000-.1000E-02 602.2 2 50 0 4906.54 7.17 56.83 0.0000 0.00000.1000E-02 628.5 2 0 0 4906.30 6.93 56.83 0.0000 0.0000 54.73 648.8 3 10 0 4906.11 6.74 56.83 0.0000 0.0000 28.99 666.6 3 20 0 4905.85 6.48 56.83 0.0000 0.0000 13.54 680.9 3 30 0 4905.59 6.22 56.83 0.0000 0.0000 11.89 692.8 3 40 0 4905.40 6.03 56.83 0.0000 0.0000-.1000E-02 701.9 3 50 0 4905.41 6.04 56.83 0.0000 0.0000-.1000E-02 713.0 3 0 0 4905.00 5.63 56.83 0.0000 0,0000 15.88 722.1 4 10 0 4904.89 5.52 56.83 0.0000 0.0000 14.51 730.4 4 20 0 4904.78 5.41 56.83 0.0000 0.0000 13.78 738.2 4 30 0 4904.67 5.30 56.83 0.0000 0.0000 13.00 745.4 4 40 0 4904.57 5.20 56.83 0.0000 0.0000 12.31 752.3 4 50 0 4904.46 5.09 56.83 0.0000 0.0000 11.70 758.8 4 0 0 4904.33 4.96 65.13 0.0000 0.0000-.1000E-02 764.5 5 10 0 4904.10 4.73 110.1 0.0000 0.0000 18.66 769.8 5 20 0 4903.99 4.62 125.7 0.0000 0.0000 17.98 774.3 5 30 0 4903.88 4.51 140.4 0.0000 0.0000 16.68 781.1 5 40 0 4903.75 4.38 153.2 0.0000 0.0000 3.397 785.4 5 50 0 4903.61 4.24 191.9 0.0000 0.0000 6.366 791.8 5 0 0 4903.43 4.06 226.3 0.0000 0.0000 8.155 793.9 '6 10 0 4903.27 3.90 247.9 0.0000 0.0000 3.930 797.8 M:UOBSt564-014\data\EXTRAN2KtModeKXPSWMMtPARKING\564014x3.doc 20 of 52 Printed: 10:22 AM, 08/N= ' 6 20 0 4903.14 3.77 281.0 0.0000 0.0000 4.250 802.1 6 30 0 4903.01 3.64 323.7 0.0000 0.0000 3.090 805.3 6 40 0 4902,75 3.31 377.7 0.0000 0.00000.1000E-02 807.0 6 50 0 4902.71 3.34 381.7 0.0000 0.00000.1000E-02 812.8 6 0 0- 4902.69 3.32 384.7 0.0000 0.0000 2.142 818.9 7 10 0 4902.61 3.24 394.2 0.0000 0.0000 1.735 823.0 7 20 0 4902.56 3.19 406.4 0.0000 0.0000 1.311 824.6 7 30 0 4902.52 3.15 423.8 0.0000 0.0000 1.034 825.9 7 40 0 4902.41 3.04 462.6 0.0000 0.0000-.4893 827.4 7 50 0 4902.33 2.96 480.9 0.0000 0.00000.5728 828.5 7 0 0 4902.29 2.92 490.6 0.0000 0.00000.1000E-02 829.6 8 10 0 4902,21 2.91 495.E 0.0001 0,00000,2319 830.5 8 20 0 4902.27 2.90 498.3 0.0000 0.0000-.1000E-02 831.3 8 30 0 4902.26 2.89 500.0 0.0000 0.00000.1000E-02 832.0 8 40 0 4902.26 2.89 500.6 0.0000 0.0000-.1000E-02 832.6 8 50 0 4902.26 2.89 500.7 0.0000 0.0000-.1000E-02 833.1 8 0 0 4902.26 2.89 500.7 0.0000 0.00000.1223 833.5 9 10 0 4902.26 2.89 501.0 0.0000 0.00000.1000E-02 833.8 9 20 0 4902.26 2.89 501.6 0.0000 0.0000-.1000E-02 833.9 9 30 0 4902.25 2.88 502.5 0.0000 0.00000.1891 834.0 9 40 0 4902,25 2.88 503.7 0.0001 0.00000.8582E-01 833.9 9 50 0 4902.24 2.87 505.3 0.0000 0.00000.1000E-02 833.7 9 0 0 4902.23 2.86 507.2 0.0000 0.00000.1000E-02 833.5 10 10 0 4902.22 2.85 509.4 0.0000 0.0000-1056 833.2 10 20 0 4902.21 2.84 511.4 0.0000 0.00000.1000E-02 832.9 10 30 0 4902.20 2.83 513.2 0.0000 0.00000.1000E-02 832.8 10 40 0 4902.19 2.82 514.5 0.0000 0.0000-.1000E-02 832.7 10 50 0 4902.19 2.82 515.4 0.0000 0.00000.1000E-02 832.7 10 0 0 4902.19 2.82 515.7 0.0000 0.0000-.1000E-02 832.8 11 10 0 4912,19 2.82 515.6 0.0001 0.0000-.1000E-02 833.0 11 20 0 4902.19 2.82 515.3 0.0000 0.00000.1000E-02 833.3 11 30 0 4902.19 2.82 514.9 0.0000 0.0000-.1000E-02 833.5 11 40 0 4902.20 2.83 514.9 0.0000 0.00000.6745E-01 833.6 11 50 0 4902.19 2.82 515.5 0.0000 0.00000.1000E-02 833.6 11 0 0 4902.19 2.82 516.7 0.0000 0.0000-.1000E-02 833.6 12 10 0 4902.18 2.81 518.5 0.0000 0.0000-.1000E-02 833.4 12 20 0 4902.17 2.80 520.5 0.0000 0.00000.1000E-02 833.3 12 30 0 4902.16 2.79 522.4 0.0000 0.0000-.1000E-02 833.2 12 40 0 4902,15 2.71 523.9 0.0000 0.00000.1000E-02 833.2 12 50 0 4902.15 2.78 524.7 0.0000 0.00000.4353E-01 833.3 12 0 0 4902.15 2.78 525.0 0.0000 0.00000.2534E-01 833.4 13 10 0 4902.15 2.78 524.9 0.0000 0.00000.1000E-02 833.5 13 20 0 4902.15 2.78 525.1 0.0000 0.00000.1000E-02 833.6 13 30 0 4902.14 2.77 526.0 0.0000 0.00000.1371E-01 833.6 13 40 0 4902.13 2.76 527.8 0.0000 0.00000.9472E-02 833.6 13 50 0 4902.12 2.75 529.9 0.0000 0.00000.1375E-01 833.5 13 0 0 4902.11 2.74 531.8 0.0000 0.00000.1412E-01 833.4 14 10 14 20 0 0 4902.11 4902.10 2.74 533.6 2.73 535.0 0.0001 0.0000 0.00000.1392E-01 833.3 0.00000.1373E-01 833.4 14 30 0 4902.09 2.72 536.1 0.0000 0.00000.1353E-01 833.4 14 40 0 4902.09 2.72 536.9 0.0000 0.00000.1334E-01 833.6 14 50 0 4902.09 2.72 537.5 0.0000 0.00000.1314E-01 833.7 14 0 0 4902.08 2.71 538.2 0.0000 0.00000.1294E-01 833.8 15 10 0 4902.08 2.71 539.3 0.0000 0.00000.1275E-01 833.8 15 20 0 4902.07 2.70 540.9 0.0000 0.00000.1255E-01 833.8 15 30 0 4902.06 2.69 543.0 0.0000 0.00000.1236E-01 833.7 ' 15 40 15 50 0 0 4902,04 4902.03 2.67 545.2 2.66 547.0 0.0000 0.0000 0.00000.1216E-11 833.6 0.00000.1196E-01 833.6 15 0 0 4902.02 2.65 548.4 0.0000 0.00000.1177E-01 833.7 16 10 0 4902.02 2.65 549.5 0.0000 0.00000.1157E-01 833.8 16 20 0 4902.01 2.64 550.8 0.0000 0.00000.1138E-01 833.9 16 30 0 4901.99 2.62 553.9 0.0000 0.00000.1118E-01 834.0 16 40 0 4901.94 2.57 561.8 0.0000 0.00000.1098E-01 834.0 16 50 0 4901.93 2.56 564.3 0.0000 0.00000.1079E-01 834.0 16 0 0 4901.91 2.54 566.5 0.0000 0.00000.1059E-01 834.1 17 10 17 20 0 0 4901,90 4901.88 2.53 568.7 2.51 571.1 0.0011 0.0000 0.00000.1040E-01 834.1 0.00000.1020E-01 834.1 17 30 0 4901.86 2.49 573.6 0.0000 0.00000.1000E-01 834.1 17 40 0 4901.84 2.47 576.1 0.0000 0.00000.9807E-02 834.2 17 50 0 4901.82 2.45 578.8 0.0000 0.00000.9611E-02 834.2 17 0 0 4901.80 2.43 581.5 0.0000 0.00000.9415E-02 834.2 Mean 4902.97 3.60 Maximum 4910.17 10.80 Minimum 4899.37 0.00 'I Time History of the H. G. L. ( feet) l M:VOBS\564-014\data%EXTRAN2KVAodeKXPSWMM\PARKINGZU014x3.dm 21 of 52 Printed: 10:19 AM. 08/04/00 Max Ground Elevation: 4910.00 Time Max Crown Elevation: 4910.00 Junction:10 Hr:Mn:Sc -------- Elevation --------- Depth ----- Totl Area Node Area --------- --------- --------- Volume Inflow ------ Outflow ------- 0 10 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0 20 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0 30 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0 40 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0 50 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 ' 0 0 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 1 10 0 4898.43 0.00 242.5 0.0000 0.0000 0.0000 0.0000 1 20 0 4899.01 0.58 286.6 0.0000 0.0000 26.29 26.14 1 1 30 40 0 4199,17 0 4903.33 1,14 4.90 216.9 51.42 1,1001 0.0000 1,0000 0.0000 40,52 61.24 61,09 127.2 1 50 0 4904.93 6.50 51.42 0.0000 0.0000 63.73 190.8 1 0 0 4905.58 7.15 51.42 0.0000 0.0000 64.42 255.2 2 10 0 4905.97 7.54 51.42 0.0000 0.0000 64.63 319.8 2 20 0 4906.18 7.75 51.42 0.0000 0.0000 63.93 383.7 2 30 0 4906.23 7.80 51.42 0.0000 0.0000 62.76 446.5 2 40 0 4906.14 7.71 51.42 0.0000 0.0000 61.47 507.9 2 50 0 4906.01 7.58 51.42 0.0000 0.0000 60.44 568.4 2 0 0 4905.88 7.45 51.42 0.0000 0.0000 59.64 628.1 3 10 0 4905.71 7.28 51.42 0.0000 0.0000 58.96 687.0 3 20 0 4905.51 7.08 51.42 0.0000 0.0000 58.32 745.4 3 30 0 4905.28 6.85 51.42 0.0000 0.0000 57.73 803.1 3 40 0 4905.04 6.61 51.42 0.0000 0.0000 57.17 860.3 3 50 0 4904.84 6.41 51.42 0.0000 0.0000 56.75 917.1 3 0 0 4904.67 6.24 51.42 0.0000 0.0000 56.41 973.5 4 10 0 4904.56 6.13 51.42 0.0000 0.0000 56.18 1030. 4 20 0 4904.44 6.01 51.42 0.0000 0.0000 55.95 1086. 4 30 0 4904.33 5.90 51.42 0.0000 0.0000 55.72 1141. 4 40 0 4904.22 5.79 51.42 0.0000 0.0000 55.49 1197. 4 50 0 4904.11 5.68 51.42 0.0000 0.0000 55.27 1252. 4 0 0 4903.94 5.51 51.42 0.0000 0.0000 54.91 1307. 5 10 0 4903.73 5.30 51.42 0.0000 0.0000 54.49 1362. 5 20 0 4903.61 5.18 51.42 0.0000 0.0000 54.22 1416. 5 30 0 4903.49 5.06 51.42 0.0000 0.0000 53.97 1470, 5 40 0 4903.34 4.91 51.42 0.0000 0.0000 53.65 1524. 5 50 0 4903.15 4.72 51.42 0.0000 0.0000 53.24 1577. 5 0 0 4902.99 4.56 51.42 0.0000 0.0000 52.86 1630. 6 10 0 4902.75 4.32 51.42 0.0000 0.0000 52.32 1682. 6 20 0 4902.48 4.05 51.42 0.0000 0.0000 51.68 1734. 6 30 0 4901.94 3.51 51.42 0.0000 0.0000 50.32 1784. 6 40 0 4901,22 2.79 126.9 1,0100 0.0000 49.41 1834. 6 50 0 4900.45 2.02 244.0 0.0000 0.0000 46.40 1880. 6 0 0 4900.23 1.80 272.2 0.0000 0.0000 43.17 1923. 7 10 0 4900.04 1.61 286.4 0.0000 0.0000 40.10 1963. 7 20 0 4899.91 1.48 292.7 0.0000 0,0000 37.75 2001. 7 30 0 4899.81 1.38 295.6 0.0000 0.0000 35.99 2037. 7 40 0 4899.74 1.31 296.7 0.0000 0.0000 34.65 2072. 7 50 0 4899.68 1.25 296.9 0.0000 0.0000 33.69 2106. 7 0 0 4899.64 1.21 296.9 0.0000 0.0000 33.00 2139. 8 10 0 4199,61 1,19 296.6 1,1000 0.0011 32,19 2171. 8 20 0 4899.59 1.16 296.3 0.0000 0.0000 32.12 2203. ' 8 30 0 4899.58 1.15 296.0 0.0000 0.0000 31.84 2235. 8 40 0 4899.57 1.14 295.8 0.0000 0.0000 31.64 2267. 8 50 0 4899.56 1.13 295.7 0.0000 0.0000 31.47 2298. 8 0 0 4899.55 1.12 295.6 0.0000 0.0000 31.34 2330. ' 9 10 0 4899.54 1.11 295.5 0.0000 0.0000 31.23 2361. 9 20 0 4899.54 1.11 295.4 0.0000 0.0000 31.12 2392. 9 30 0 4899.53 1.10 295.3 0.0000 0.0000 31.03 2423. 9 40 0 4191*53 1,10 295.1 1,1000 0,0000 30.94 2454, 9 50 0 4899.52 1.09 295.0 0.0000 0.0000 30.85 2485. ' 9 0 0 4899.52 1.09 294.9 0.0000 0.0000 30.77 2516. 10 10 0 4899.51 1.08 294.7 0.0000 0.0000 30.68 2546. 10 20 0 4899.51 1.08 294.6 0.0000 0.0000 30.60 2577. 10 30 0 4899.50 1.07 294.4 0.0000 0.0000 30.51 2607. 10 40 0 4899.50 1.07 294.3 0.0000 0.0000 30.42 2638. 10 50 0 4899.49 1.06 294.1 0.0000 0.0000 30.33 2668. 10 0 0 4899.49 1.06 293.9 0.0000 0.0000 30.24 2698. 11 10 0 4199,48 1,15 293.8 0,0110 1,0101 31,14 2728, 11 20 0 4899.48 1.05 293.6 0.0000 0.0000 30.04 2759. 11 30 0 4899.47 1.04 293.4 0.0000 0.0000 29.93 2788. 11 40 0 4899.47 1.04 293.2 0.0000 0.0000 29.83 2818. 11 50 0 4899.46 1.03 293.1 0.0000 0.0000 29.72 2848. 0 0 4899.45 1.02 292.9 0.0000 0.0000 29.62 2878. '11 M:UOBS\564-014\datalEXTRAN2MModePXPSWMMIPARKINGt564014x3.dx 22 of 52 Printed: 10:22 AM, 08/04/00 SEAR -BROWN I I I I 12 10 0 4899.45 1.02 12 20 0 4899.44 1.01 12 30 0 4899.44 1.01 12 40 0 4899.43 1.00 12 50 0 4899.42 0.99 12 0 0 4899.42 0.99 13 10 0 4899.41 0.98 13 20 0 4899.40 0.97 13 30 0 4899.40 0.97 13 40 0 4899.39 0.96 13 50 0 4899.38 0.95 13 0 0 4899.37 0.94 14 10 0 4899.37 0.94 14 20 0 4899.36 0.93 14 30 0 4899.35 0.92 14 40 0 4899.34 0.91 14 50 0 4899.33 0.90 14 0 0 4899.32 0.89 15 10 0 4899.31 0.88 15 20 0 4899.30 0.87 15 30 0 4899.29 0.86 15 40 0 4899.27 0.84 15 50 0 4899.26 0.83 15 0 0 4899.25 0.82 16 10 0 4899.23 0.80 16 20 0 4899.22 0.79 16 30 0 4899.18 0.75 16 40 0 4899.13 0.70 16 50 0 4899.11 0.68 16 0 0 4899.09 0.66 17 10 0 4899.07 0.64 17 20 0 4899.04 0.61 17 30 0 4899.02 0.59 17 40 0 4898.99 0.56 17 50 0 4898.96 0.53 17 0 0 4898.93 0.50 Mean 4900.79 2.36 Maximum 4906.23 7.80 Minimum 4898.43 0.00 292.7 0.0000 0.0000 29.51 2907. 292.5 0.0000 0.0000 29.40 2937. 292.3 0.0000 0.0000 29.28 2966. 292.1 0.0000 0.0000 29.17 2995. 291.8 0.0000 0.0000 29.05 3024. 291.4 0.0000 0.0000 28.92 3053. 291.1 0.0000 0.0000 28.79 3082. 290.8 0.0000 0.0000 28.66 3110. 290.4 0.0000 0.0000 28.52 3139. 290.1 0.0000 0.0000 28.39 3167. 289.7 0.0000 0.0000 28.25 3196. 289.3 0.0000 0.0000 28.10 3224. 288.9 0.0000 0.0000 27.95 3252. 288.5 0.0000 0.0000 27.80 3279. 288.1 0.0000 0.0000 27.63 3307. 287.6 0.0000 0.0000 27.46 3335. 287.1 0.0000 0.0000 27.29 3362. 286.4 0.0000 0.0000 27.10 3389. 285.7 0.0000 0.0000 26.91 3416. 285.0 0.0000 0.0000 26.71 3443. 284.3 0.0000 0.0000 26.50 3469. 283.5 0.0000 0.0000 26.28 3495. 282.6 0,0000 0.0000 26.05 3521. 281.7 0.0000 0.0000 25.80 3547. 280.7 0.0000 0.0000 25.54 3573. 279.5 0.0000 0.0000 25.27 3598. 275.9 0.0000 0.0000 24.44 3623. 272.3 0.0000 0.0000 23.78 3646. 270.1 0.0000 0.0000 23.43 3670. 267.8 0.0000 0.0000 23.05 3693. 265.2 0.0000 0.0000 22.64 3716. 262.5 0.0000 0.0000 22.22 3738. 259.4 0.0000 0.0000 21.79 3760. 255.8 0.0000 0.0000 21.34 3781. 252.1 0.0000 0.0000 20.89 3802. 248.3 0.0000 0.0000 20.42 3822. Time History of the H. G. L. ( feet) Max Ground Elevation: 4816,10 Time Max Crown Elevation: 4896.50 Junction:14 Hr:Mn:Sc -------- Elevation --------- Depth ----- Totl Area --------- Node Area ------------------ Volume Inflow Outflow ------------- 0 10 0 4878.47 1.02 138.8 0.0000 0.0000 0.00000.5699 0 20 0 4878.55 1.10 138.3 0.0000 0.0000 0.00000.9141 0 30 0 4878.56 1.11 138.2 0.0000 0.0000 0.00000.9523 0 40 0 4171,55 1,10 138.4 0,1010 0.0011 0,10011,1111 0 50 0 4878.52 1.07 138.5 0.0000 0.0000 0.00000.6926 0 0 0 4878.52 1.07 138.6 0.0000 0.0000 0.00000.6648 1 10 0 4878.52 1.07 138.6 0.0000 0.0000 0.00000.7242 1 20 0 4878.88 1.43 128.1 0.0000 0.0000 6.032 6.751 1 30 0 4878.96 1.51 123.5 0.0000 0.0000 7.006 13.73 1 40 0 4879.16 1.71 105.6 0.0000 0.0000 9.000 22.68 1 50 0 4879.51 2.06 71.49 0.0000 0.0000 11.01 33.66 1 0 0 4879.72 2.27 59.23 0.0000 0.0000 12.38 46.02 2 10 0 4180.05 2.61 29.47 1,0100 0,1000 13,62 59.62 2 20 0 4880.57 3.12 29.47 0.0000 0.0000 15.81 75.41 2 30 0 4881.05 3.60 29.47 0.0000 0.0000 17.60 92.98 2 40 0 4881.56 4.11 29.47 0.0000 0.0000 19.34 112.3 2 50 0 4881.92 4.47 29.47 0.0000 0.0000 20.46 132.7 2 0 0 4882.15 4.70 29.47 0.0000 0.0000 21.15 153.9 3 10 0 4882.29 4.84 29.47 0.0000 0.0000 21.56 175.4 3 20 0 4882.37 4.92 29.47 0.0000 0.0000 21.79 197.2 3 30 0 4882.41 4.96 29.47 0.0000 0.0000 21.88 219.1 3 40 3 50 0 0 4112,40 4882.39 4,95 4.94 29.47 29.47 0,0001 0.0000 0,1100 0.0000 21.81 21.83 241.0 262.8 3 0 0 4882.37 4.92 29.47 0.0000 0.0000 21.77 284.6 4 10 0 4882.35 4.90 29.47 0.0000 0.0000 21.73 306.3 4 20 0 4882.34 4.89 29.47 0.0000 0.0000 21.68 328.0 30 0 4882.32 4.87 29.47 0.0000 0.0000 21.64 349.6 '4 M:UOBS�564-0141datalEXTRAN2K\ModeWSWMMtPARKINGG564014x3.dm 23 of 52 Printed: 10:19 AM, 08/04/00 SEAR -BROWN ' 4 40 0 4882.31 4.86 29.47 0.0000 0.0000 21.59 371.2 4 50 0 4882.29 4.84 29.47 0.0000 0.0000 21.55 392.8 4 0 0 4882.27 4.82 29.47 0.0000 0.0000 21.48 414.3 5 10 0 4882.24 4.79 29.47 0.0000 0.0000 21.40 435.7 5 20 0 4882.23 4.78 29.47 0.0000 0.0000 21.36 457.0 5 30 0 4882.21 4.76 29.47 0.0000 0.0000 21.32 478.3 5 40 0 4882.19 4.74 29.47 0.0000 0.0000 21.26 499.6 5 50 0 4882.17 4.72 29.47 0.0000 0.0000 21.21 520.8 5 0 0 4882.16 4.71 29.47 0.0000 0.0000 21.16 542.0 6 10 0 4882.14 4.69 29.47 0.0000 0.0000 21.11 563.1 6 20 0 4882.13 4.68 29.47 0.0000 0.0000 21.06 584.1 6 30 0 4882.11 4.66 29.47 0.0000 0.0000 21.02 605.2 6 40 0 4882.10 4.65 29.47 0.0000 0.0000 20.97 626.1 6 50 0 4882.08 4.63 29.47 0.0000 0.0000 20.93 647.1 6 0 0 4882.06 4.61 29.47 0.0000 0.0000 20.88 667.9 7 10 0 4882.04 4.59 29.47 0.0000 0.0000 20.81 688.8 7 20 0 4882.01 4.56 29.47 0.0000 0.0000 20.73 709.5 7 30 0 4881.99 4.54 29.47 0.0000 0.0000 20.66 730.1 7 40 0 4881.96 4.51 29.47 0.0000 0.0000 20.58 750.7 7 50 0 4881.94 4.49 29.47 0.0000 0.0000 20.50 771.2 7 0 0 4111.92 4,47 29,47 0,1000 0.0000 20,44 791.7 8 10 0 4881.90 4.45 29.47 0.0000 0.0000 20.37 812.0 8 20 0 4881.88 4.43 29.47 0.0000 0.0000 20.32 832.4 8 30 0 4881.86 4.41 29.47 0.0000 0.0000 20.27 852.6 8 40 0 4881.85 4.40 29.47 0.0000 0.0000 20.22 872.9 8 50 0 4881.84 4,39 29.47 0.0000 0.0000 20.19 893.1 8 0 0 4881.83 4.38 29.47 0.0000 0.0000 20.17 913.2 9 10 0 4881.82 4.37 29.47 0.0000 0.0000 20.15 933.4 9 20 0 4881.82 4.37 29.47 0.0000 0.0000 20.14 953.5 9 30 0 4881,82 4.37 29.47 0.0001 0,0000 20,13 973.6 9 40 0 4881.81 4.36 29.47 0.0000 0.0000 20.12 993.8 9 50 0 4881.81 4.36 29.47 0.0000 0.0000 20.12 1014. 9 0 0 4881A1 4.36 29.47 0.0000 0.0000 20.11 1034. 10 10 0 4881.81 4.36 29.47 0.0000 0.0000 20.11 1054. 10 20 0 4881.81 4.36 29.47 0.0000 0.0000 20.10 1074. 10 30 0 4881.81 4.36 29.47 0.0000 0.0000 20.10 1094. 10 40 0 4881.81 4.36 29.47 0.0000 0.0000 20.10 1114. 10 50 0 4881.80 4.35 29.47 0,0000 0.0000 20.09 1135. 10 0 0 4881,80 4,35 29.47 0.0000 0,1010 21,19 1155, 11 10 0 4881.80 4.35 29.47 0.0000 0.0000 20.09 1175. 11 20 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1195. 11 30 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1215. 11 40 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1235. 11 50 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1255. 11 0 0 4881.80 4.35 29.47 0.0000 0.0000 20.07 1275. 12 10 0 4881.80 4.35 29.47 0.0000 0.0000 20.07 1295. 12 20 0 4881.80 4.35 29.47 0.0000 0.0000 20.07 1315. 12 30 0 4181,80 4,35 29.47 0,0011 1,0100 21,06 1335, 12 40 0 4881.79 4.34 29.47 0.0000 0.0000 20.06 1355. 12 50 0 4881.79 4.34 29.47 0.0000 0.0000 20.06 1375. 12 0 0 4881.79 4.34 29.47 0.0000 0.0000 20.05 1395. 13 10 0 4881.79 4.34 29.47 0.0000 0.0000 20.05 1415. 13 20 0 4881.79 4.34 29.47 0.0000 0.0000 20.05 1436. 13 30 0 4881.79 4.34 29.47 0.0000 0.0000 20.04 1456. 13 40 0 4881.79 4.34 29.47 0.0000 0.0000 20.04 1476. 13 50 0 4881.79 4.34 29.47 0.0000 0.0000 20.03 1496. 13 0 0 4181,78 4,33 29,47 0,0011 0,0110 20,03 1516. 14 10 0 4881.78 4.33 29.47 0.0000 0.0000 20.03 1536. 14 20 0 4881.78 4.33 29.47 0.0000 0.0000 20.02 1556. 14 30 0 4881.78 4.33 29.47 0.0000 0.0000 20.02 1576. 14 40 0 4881.78 4.33 29.47 0.0000 0.0000 20.01 1596. 14 50 0 4881.78 4.33 29.47 0.0000 0.0000 20.01 1616. 14 0 0 4881.78 4.33 29.47 0.0000 0.0000 20.00 1636. 15 10 0 4881.77 4.32 29.47 0.0000 0.0000 20.00 1656. 15 20 0 4881.77 4.32 29.47 0.0000 0.0000 19.99 1676. 15 30 15 40 0 0 4881.77 4881.77 4,32 29,47 4.32 29.47 1,1110 0.0000 0,1111 19,99 0.0000 19.98 1696. 1716. 15 50 0 4881.77 4.32 29.47 0.0000 0.0000 19.97 1736. 15 0 0 4881.76 4.31 29.47 0.0000 0.0000 19.97 1756. 16 10 0 4881.76 4.31 29.47 0.0000 0.0000 19.96 1776. 16 20 0 4881.76 4.31 29.47 0.0000 0.0000 19.95 1796. 16 30 0 4881.76 4.31 29.47 0.0000 0.0000 19.94 1816. 16 40 0 4881.75 4.30 29.47 0.0000 0.0000 19.93 1835. 16 50 0 4881.75 4.30 29.47 0.0000 0.0000 19.91 1855. 16 0 17 10 0 0 4881,74 4881.74 4,29 29,47 4.29 29.47 0,0001 0.0000 0,0000 19,91 0.0000 19.88 1875. 1895. 17 20 0 4881.73 4.28 29.47 0.0000 0.0000 19.87 1915. 17 30 0 4881.73 4.28 29.47 0.0000 0.0000 19.85 1935. 17 40 0 4881.72 4.27 29.47 0.0000 0.0000 19.84 1955. 17 50 0 4881.72 4.27 29.47 0.0000 0.0000 19.82 1975. M:UOBSZ64-014Wata1EXTRAN2KVdodel\XPSWMMtPARKING1564014x3.doc 24 o152 Printed: 10:22 AM, 08104/00 SEAR -BROWN t17 0 0 4881.71 4.26 29.47 0.0000 0.0000 19.80 1994. Mean 4881.54 4.09 Maximum 4882.41 4.96 Minimum 4878.47 1.02 I I �J I I I 11 ,1 I Time History of the H. G. L. ( feet) Max Ground Elevation: 4920.00 Time Max Crown Elevation: 4920.00 Junction:13 Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow -------- --------- ----- --------- ----------------- ------------- 10 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 20 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 30 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 40 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 50 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 10 0 4902.15 0.03 28.85 0.0000 0.00000.1838 0.1824 20 0 4903.18 1.060.1551E+05 0.0000 0.0000 51.24 33.20 30 0 4905.19 3.070.1866E+05 0.0000 0.0000 189.3 95.49 40 0 4910.23 8.110.2791E+05 0.0000 0.0000 213.7 267.1 50 0 4910.09 7.970.2791E+05 0.0000 0.0000 105.8 381.4 0 0 4909.79 7.670.2791E+05 0.0000 0.0000 63.86 470.4 10 0 4909.08 6.960.2791E+05 0.0000 0.0000 38.95 547.7 20 0 4908.23 6.110.2456E+05 0.0000 0.0000 26.14 609.6 30 0 4907.43 5.310.2255E+05 0.0000 0.0000 18.66 654.8 40 0 4906.89 4.770.2162E+05 0.0000 0.0000 15.58 654.8 50 0 4906.61 4.490.2113E+05 0.0000 0.0000 13.84 654.8 0 0 4906.37 4.250.2072E+05 0.0000 0.0000 10.25 709.5 10 0 4906.12 4.000.2027E+05 0.0000 0.0000 6.383 738.5 20 0 4905.85 3.730.1980E+05 0.0000 0.0000 4.542 752.0 30 0 4905.58 3.460.1934E+05 0.0000 0.0000 3.600 763.9 40 0 4905.40 3.280.1902E+05 0.0000 0.0000 3.021 763.9 50 0 4905.17 3.050.1862E+05 0.0000 0.0000 2.600 763.9 0 0 4905.00 2.880.1832E+05 0.0000 0.0000 2.050 779.8 10 0 4904.89 2.770.1813E+05 0.0000 0.0000 1.599 794.3 20 0 4904.78 2.660.1794E+05 0.0000 0.0000 1.245 808.1 30 0 4904.67 2.550.1775E+05 0.0000 0.00000.9800 821.1 40 0 4904.57 2.450.1757E+05 0.0000 0.00000.7741 833.4 50 0 4904.46 2.340.1739E+05 0.0000 0.00000.5978 845.1 0 0 4904.32 2.200.1713E+05 0.0000 0.00000.4701 845.1 10 0 4904.13 2.010.1681E+05 0.0000 0.00000.3622 863.8 20 0 4904.03 1.910.1663E+05 0.0000 0.00000.2689 881.7 30 0 4903.91 1.790.1647E+05 0.0000 0.00000.2000 898.4 40 0 4903.75 1.630.1625E+05 0.0000 0.00000.1511 901.8 50 0 4903.61 1.490.1607E+05 0.0000 0.00000.1096 908.2 0 0 4903.44 1.320.1585E+05 0.0000 0.00000.9001E-01 916.3 10 0 4903.27 1.150.1563E+05 0.0000 0.00000.8039E-01 920.3 20 0 4903.15 1.030.1547E+05 0.0000 0.00000.7000E-01 924.5 30 0 4903.01 0.890.1529E+05 0.0000 0.00000.6002E-01 927.6 40 0 4902.75 0.63 31.54 0.0000 0.00000.6000E-01 927.6 50 0 4902.74 0.62 31.49 0.0000 0.00000.5000E-01 927.6 0 0 4902.70 0.58 31.32 0.0000 0.00000.5000E-01 929.7 10 0 4902.62 0.50 30.94 0.0000 0.00000.4039E-01 931.5 20 0 4902.57 0.45 30.72 0.0000 0.00000.4000E-01 932.8 30 0 4902.53 0.41 30.52 0.0000 0.00000.4000E-01 933.8 40 0 4902.41 0.29 29.97 0.0000 0.00000.3039E-01 933.3 50 0 4902.33 0.21 29.67 0.0000 0.00000.3000E-01 933.9 0 0 4902.29 0.17 29.50 0.0000 0.00000.3000E-01 933.9 10 0 4902.28 0.16 29.41 0.0000 0.00000.3000E-01 934.1 20 0 4902.26 0.14 29.35 0.0000 0.00000.2000E-01 934.1 30 0 4902.26 0.14 29.35 0.0000 0.00000.2000E-01 934.1 40 0 4902.26 0.14 29.33 0.0000 0.00000.2000E-01 934.1 50 0 4902.26 0.14 29.33 0.0000 0.00000.2000E-01 934.1 0 0 4902.26 0.14 29.34 0.0000 0.00000.2000E-01 934.3 10 0 4902.26 0.14 29.35 0.0000 0.00000.1980E-01 934.3 20 0 4902.26 0.14 29.33 0.0000 0.00000.1961E-01 934.3 30 0 4902.25 0.13 29.31 0.0000 0.00000.1941E-01 934.5 40 0 4902.25 0.13 29.29 0.0000 0.00000.1922E-01 934.5 50 0 4902.24 0.12 29.25 0.0000 0.00000.1902E-01 934.5 0 0 4902.23 0.11 29.21 0.0000 0.00000.1882E-01 934.5 10 0 4902.22 0.10 29.15 0.0000 0.00000.1863E-01 934.4 20 0 4902.21 0.09 29.11 0.0000 0.00000.1843E-01 934.4 M:UOBS\564-014\data\EXTRAN2K\ModeN(PSWMMIPARKING%564014x3.dw 25 of 52 Printed: 10:19 AM, 08/04100 SEAR -BROWN 1 1 1 1 1 1 1 10 30 0 4902.20 0.08 10 40 0 4902.19 0.07 10 50 0 4902.19 0.07 10 0 0 4902.19 0.07 11 10 0 4902.19 0.07 11 20 0 4902.19 0.07 11 30 0 4902.19 0.07 11 40 0 4902.20 0.08 11 50 0 4902.19 0.07 11 0 0 4902.19 0.07 12 10 0 4902.18 0.06 12 20 0 4902.17 0.05 12 30 0 4902.16 0.04 12 40 0 4902.15 0.03 12 50 0 4902.15 0.03 12 0 0 4902.15 0.03 13 10 0 4902.15 0.03 13 20 0 4902.15 0.03 13 30 0 4902.14 0.02 13 40 0 4902.13 0.01 13 50 0 4902.13 0.01 13 0 0 4902.13 0.01 14 10 0 4902.13 0.01 14 20 0 4902.13 0.01 14 30 0 4902.13 0.01 14 40 0 4902.13 0.01 14 50 0 4902.13 0.01 14 0 0 4902.13 0.01 15 10 0 4902.13 0.01 15 20 0 4902.13 0.01 15 30 0 4902.13 0.01 15 40 0 4902.13 0.01 15 50 0 4902.13 0.01 15 0 0 4902.13 0.01 16 10 0 4902.13 0.01 16 20 0 4902.13 0.01 16 30 0 4902.13 0.01 16 40 0 4902.12 0.00 16 50 0 4902.12 0.00 16 0 0 4902.12 0.00 17 10 0 4902.12 0.00 17 20 0 4902.12 0.00 17 30 0 4902.12 0.00 17 40 0 4902.12 0.00 17 50 0 4902.12 0.00 17 0 0 4902.12 0.00 Mean 4903.19 1.07 Maximum 4910.23 8.11 Minimum 4902.12 0.00 29.07 0.0000 0.00000.1824E-01 934.4 29.03 0.0000 0.00000.1804E-01 934.4 29.02 0.0000 0.00000.1784E-01 934.4 29.00 0.0000 0.00000.1765E-01 934.4 29.01 0.0000 0.00000.1745E-01 934.4 29.04 0.0000 0.00000.1726E-01 934.4 29.03 0.0000 0.00000.1706E-01 934.4 29.05 0.0000 0.00000.1686E-01 934.5 29.04 0.0000 0.00000.1667E-01 934.5 29.00 0.0000 0.00000.1647E-01 934.5 28.96 0.0000 0.00000.1627E-01 934.5 28.92 0.0000 0.00000.1608E-01 934.5 28.87 0.0000 0.00000.1588E-01 934.5 28.85 0.0000 0.00000.1569E-01 934.5 28.83 0.0000 0.00000.1549E-01 934.5 28.82 0.0000 0.00000.1529E-01 934.6 28.84 0.0000 0.00000.1510E-01 934.6 28.83 0.0000 0.00000.1490E-01 934.6 28.81 0.0000 0.00000.1471E-01 934.6 28.77 0.0000 0.00000.1451E-01 934.6 28.73 0.0000 0.00000.1431E-01 934.6 28.73 0.0000 0.00000.1412E-01 934.6 28.73 0.0000 0.00000.1392E-01 934.6 28.73 0.0000 0.00000.1373E-01 934.7 28.73 0.0000 0.00000.1353E-01 934.7 28.73 0.0000 0.00000.1333E-01 934.7 28.73 0.0000 0.00000.1314E-01 934.7 28.73 0.0000 0.00000.1294E-01 934.7 28.73 0.0000 0.00000.1275E-01 934.7 28.73 0.0000 0.00000.1255E-01 934.7 28.73 0.0000 0.00000.1235E-01 934.7 28.73 0.0000 0.00000.1216E-01 934.8 28.73 0.0000 0.00000.1196E-01 934.8 28.73 0.0000 0.00000.1176E-01 934.8 28.73 0.0000 0.00000.1157E-01 934.8 28.73 0.0000 0.00000.1137E-01 934.8 28.73 0.0000 0.00000.1118E-01 934.8 28.73 0.0000 0.00000.1098E-01 934.8 28.73 0.0000 0.00000.1078E-01 934.8 28.73 0.0000 0.00000.1059E-01 934.8 28.73 0.0000 0.00000.1039E-01 934.9 28.73 0.0000 0.00000.1020E-01 934.9 28.73 0.0000 0.00000.1000E-01 934.9 28.73 0.0000 0.00000.9804E-02 934.9 28.73 0.0000 0.00000.9608E-02 934.9 28.73 0.0000 0.00000.9412E-02 934.9 Table E9 - JUNCTION SUMMARY STATISTICS The Maximum area is only the area of the node, it does not include the area of the surrounding conduits) Uppermost Maximum Time Feet of Maximum Ground PipeCrown Junction of Surcharge Freeboard Junction Junction Elevation Elevation Elevation Occurence at Max of node Area Name feet feet feet Hr. Min. Elevation feet ft"2 -------- 1 --------- 4915.00 -------- 4915.00 -------- 4911.28 --------- 1 42 --------- 0.00 -------- 3.72 -------- 2.662E+04 2 4911.00 4911.00 4909.97 2 10 0.00 1.03 8.373E+04 3 4915,01 4911,00 4901,31 2 23 0.01 6,70 1.494E+01 4 4916.03 4916.03 4907.54 2 16 0.00 8.49 5.062E+04 5 4917.00 4917.00 4916.30 1 35 0.00 0.70 1.434E+03 6 4915.00 4915.00 4906.69 2 29 0.00 8.31 8.070E+05 7 4910.00 4910.00 4906.45 2 27 0.00 3.55 6.830E+04 11 4896.50 4896.50 4892.28 3 33 0.00 4.22 2.016E+05 8 4925.00 4925.00 4907.62 1 58 0.00 17.38 1.217E+03 9 4925.00 4925.00 4910.21 1 41 0.00 14.79 6.285E+02 10 4910.00 4910.00 4906.23 2 27 0.00 3.77 5.225E+02 14 15 4196,51 4896.50 4896.50 4896.50 4812,41 4878.53 3 0 33 0 0.00 0.00 14,09 17.97 1.388E+02 5.292E+01 12 4896.50 4896.50 4890.00 0 0 0.00 6.50 2.837E+01 13 4920.00 4920.00 4910.27 1 41 0.00 9.73 2.791E+04 ' M:UOBS\564-0141data\EXTRAN2K1ModeN(PSWMMIPARKING\564014x3.doc 26 W 52 Printed: 10:22 AM, OaM4/00 SEAR -BROWN I I 11 I i I Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Hr:Mn: Sc 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 50 0 10 20 30 40 Conduit:P12 Flow Velocity -------- 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000E-03-0.3214 2.986 1.221 69.37 3.036 248.8 2.868 232.1 1.290 174.1 0.7770 140.3 0.6092 123.5 0.5500 114.4 0.5317 108.6 0.5272 104.8 0.5261 101.7 0.5257 96.09 0.5171 86.98 0.5050 80.45 0.5181 76.56 0.5485 74.10 0.5771 72.45 0.5992 70.99 0.6109 69.51 0.6211 68.12 0.6274 66.78 0.6332 65.39 0.6372 63.87 0.6476 62.10 0.6549 60.38 0.6524 58.13 0.6450 55.84 0.6404 53.80 0.6383 51.93 0.6347 50.10 0.6291 48.36 0.6223 46.74 0.6153 45.21 0.6073 43.73 0.5981 42.36 0.5878 40.96 0.5767 39:46 0.5641 37.81 0.5499 35.94 0.5328 34.04 0.5144 32.21 0.4963 30.41 0.4776 28.70 0.4593 27.11 0.4421 25.58 0.4258 24.15 0.4115 22.85 0.3968 22.22 0.3924 21.96 0.3942 21.74 0.3967 21.52 0.3995 21.30 0.4027 21.08 0.4061 20.86 0.4099 20.64 0.4125 20.42 0.4143 20.20 0.4163 19.99 0.4186 19.77 0.4210 19.55 0.4237 19.33 0.4267 19.11 0.4296 18.89 0.4327 X-Area H-Radius Up HGL Down HGL Up Node Down Node 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3.1110E-03 4.3378E-04 0.0000 0.0000 6.2081E-05 5.2174E-03 2.448 - 0.2534 0.0000 0.0000 8.5904E-04 7.5624E-02 22.85 1.128 0.0000 0.0000 0.1300 0.1570 86.74 2.080 0.0000 0.0000 0.2214 5.9659E-02 179.9 1.940 0.0000 0.0000 7.3567E-02 2.5302E-03 224.0 1.867 0.0000 0.0000 3.0283E-02 3.8514E-04 230.3 1.808 0.0000 0.0000 1.9344E-02 1.6262E-04 224.6 1.770 0.0000 0.0000 1.5958E-02 1.1536E-04 215.2 1.745 0.0000 0.0000 1.4950E-02 1.0480E-04 206.1 1.726 0.0000 0.0000 1.4686E-02 1.0397E-04 199.3 1.714 0.0000 0.0000 1.4610E-02 1.0501E-04 193.5 1.704 0.0000 0.0000 1.4568E-02 1.0638E-04 185.8 1.687 0.0000 0.0000 1.4099E-02 1.0261E-04 172.3 1.659 0.0000 0.0000 1.3441E-02 9.8262E-05 155.3 1.639 0.0000 0.0000 1.4037E-02 1.1328E-04 139.6 1.629 0.0000 0.0000 1.5530E-02 1.4604E-04 128.4 1.628 0.0000 0.0000 1.6988E-02 1.8216E-04 120.9 1.628 0.0000 0.0000 1.8142E-02 2.1419E-04 116.2 1.626 0.0000 0.0000 1.8757E-02 2.3398E-04 111.9 1.625 0.0000 0.0000 1.9289E-02 2.5271E-04 108.6 1.625 0.0000 0.0000 1.9617E-02 2.6611E-04 105.5 1.626 0.0000 0.0000 1.9910E-02 2.7884E-04 102.6 1.625 0.0000 0.0000 2.0107E-02 2.8915E-04 98.63 1.626 0.0000 0.0000 2.0658E-02 3.1231E-04 94.81 1.626 0.0000 0.0000 2.1031E-02 3.3144E-04 92.56 1.624 0.0000 0.0000 2.0851E-02 3.3100E-04 90.12 1.620 0.0000 0.0000 2.0390E-02 3.2240E-04 87.20 1.618 0.0000 0.0000 2.0085E-02 3.1986E-04 84.28 1.617 0.0000 0.0000 1.9919E-02 3.2224E-04 81.82 1.615 0.0000 0.0000 1.9672E-02 3.2107E-04 79.65 1.612 0.0000 0.0000 1.9322E-02 3.1587E-04 77.72 1.609 0.0000 0.0000 1.8913E-02 3.0822E-04 75.97 1.606 0.0000 0.0000 1.8502E-02 3.0001E-04 74.45 1.603 0.0000 0.0000 1.8042E-02 2.8971E-04 73.11 1.600 0.0000 0.0000 1.7530E-02 2.7740E-04 72.07 1.597 0.0000 0.0000 1.6970E-02 2.6305E-04 71.03 1.594 0.0000 0.0000 1.6376E-02 2.4792E-04 69.96 1.590 0.0000 0.0000 1.5719E-02 2.3138E-04 68.76 1.586 0.0000 0.0000 1.4988E-02 2.1368E-04 67.45 1.580 0.0000 0.0000 1.4128E-02 1.9374E-04 66.17 1.573 0.0000 0.0000 1.3231E-02 1.7353E-04 64.91 1.567 0.0000 0.0000 1.2373E-02 1.5490E-04 63.68 1.560 0.0000 0.0000 1.1520E-02 1.3712E-04 62.49 1.554 0.0000 0.0000 1.0706E-02 1.2091E-04 61.33 1.548 0.0000 0.0000 9.9667E-03 1.0693E-04 60.09 1.543 0.0000 0.0000 9.2890E-03 9.4835E-05 58.69 1.538 0.0000 0.0000 8.7099E-03 8.5257E-05 57.60 1.529 0.0000 0.0000 8.1310E-03 7.6117E-05 56.62 1.523 0.0000 0.0000 7.9559E-03 7.4003E-05 55.71 1.520 0.0000 0.0000 8.0146E-03 7.5834E-05 54.79 1.517 0.0000 0.0000 8.1033E-03 7.8262E-05 53.85 1.514 0.0000 0.0000 8.2040E-03 8.1007E-05 52.89 1.511 0.0000 0.0000 8.3157E-03 8.4077E-05 51.90 1.508 0.0000 0.0000 8.4394E-03 8.7515E-05 50.89 1.505 0.0000 0.0000 8.5761E-03 9.1369E-05 50.05 1.496 0.0000 0.0000 8.6657E-03 9.4205E-05 49.29 1.485 0.0000 0.0000 8.7300E-03 9.6490E-05 48.53 1.474 0.0000 0.0000 8.8009E-03 9.8995E-05 47.75 1.463 0.0000 0.0000 8.8791E-03 1.0174E-04 46.95 1.451 0.0000 0.0000 8.9650E-03 1.0477E-04 46.14 1.439 0.0000 0.0000 9.0615E-03 1.0815E-04 45.30 1.427 0.0000 0.0000 9.1701E-03 1.1196E-04 44.48 1.415 0.0000 0.0000 9.2764E-03 1.1582E-04 43.66 1.402 0.0000 0.0000 9.3865E-03 1.1990E-04 '11 50 0 18.67 0.4359 42.84 1.390 0.0000 0.0000 9.5046E-03 1.2434E-04 M:UOBS\56"14\data\EXTRAN2K\ModeKXPSWMM\PARKING\564014x3.doc 27 of 52 Pnnted: 10:19 AM. 08/04/00 I I I I I I fl v f I 11 0 0 18.45 0.4394 42.00 1.377 0.0000 0.0000 9.6333E-03 1.2924E-04 12 10 0 18.24 0.4433 41.14 1.364 0.0000 0.0000 9.7743E-03 1.3468E-04 12 20 0 18.02 0.4474 40.27 1.350 0.0000 0.0000 9.9283E-03 1.4073E-04 12 30 0 17.80 0.4516 39.41 1.337 0.0000 0.0000 1.0083E-02 1.4700E-04 12 40 0 17.58 0.4558 38.57 1.323 0.0000 0.0000 1.0240E-02 1.5362E-04 12 50 0 17.36 0.4604 37.71 1.309 0.0000 0.0000 1.0414E-02 1.6103E-04 12 0 0 17.14 0.4654 36.83 1.295 0.0000 0.0000 1.0603E-02 1.6929E-04 13 10 0 16.92 0.4708 35.94 1.280 0.0000 0.0000 1.0811E-02 1.7861E-04 13 20 0 16.70 0.4769 35.03 1.265 0.0000 0.0000 1.1043E-02 1.8926E-04 13 30 0 16.48 0.4827 34.15 1.250 0.0000 0.0000 1.1267E-02 2.0007E-04 13 40 0 16.26 0.4891 33.25 1.234 0.0000 0.0000 1.1518E-02 2.1253E-04 13 50 0 16.05 0.4963 32.33 1.218 0.0000 0.0000 1.1801E-02 2.2700E-04 13 0 0 15.83 0.5045 31.37 1.202 0.0000 0.0000 1.2126E-02 2.4416E-04 14 10 0 15.61 0.5136 30.39 1.185 0.0000 0.0000 1.2488E-02 2.6417E-04 14 20 0 15.39 0.5228 29.44 1.167 0.0000 0.0000 1.2857E-02 2.8572E-04 14 30 0 15.17 0.5331 28.46 1.149 0.0000 0.0000 1.3275E-02 3.1127E-04 14 40 0 14.95 0.5448 27.44 1.130 0.0000 0.0000 1.3755E-02 3.4217E-04 14 50 0 14.73 0.5581 26.40 1.110 0.0000 0.0000 1.4306E-02 3.7976E-04 14 0 0 14.51 0.5716 25.39 1.090 0.0000 0.0000 1.4868E-02 4.2108E-04 15 10 0 14.29 0.5870 24.35 1.069 0.0000 0.0000 1.5517E-02 4.7209E-04 15 20 0 14.07 0.6049 23.27 1.047 0.0000 0.0000 1.6278E-02 5.3660E-04 15 30 0 13.85 0.6250 22.17 1.025 0.0000 0.0000 1.7143E-02 6.1660E-04 15 40 0 13.64 0.6472 21.08 1.001 0.0000 0.0000 1.8104E-02 7.1503E-04 15 50 0 13.43 0.6724 19.97 0.9759 0.0000 0.0000 1.9201E-02 8.4147E-04 15 0 0 13.21 0.7006 18.85 0.9505 0.0000 0.0000 2.0435E-02 1.0018E-03 16 10 0 12.99 0.7300 17.79 0.9244 0.0000 0.0000 2.1726E-02 1.1934E-03 16 20 0 12.77 0.7643 16.71 0.8976 0.0000 0.0000 2.3232E-02 1.4489E-03 16 30 0 12.55 0.8031 15.62 0.8702 0.0000 0.0000 2.4934E-02 1.7852E-03 16 40 0 12.33 0.8440 14.61 0.8421 0.0000 0.0000 2.6710E-02 2.2007E-03 16 50 0 12.11 0.8924 13.57 0.8134 0.0000 0.0000 2.8788E-02 2.7808E-03 16 0 0 11.89 0.9456 12.57 0.7841 0.0000 0.0000 3.1021E-02 3.5450E-03 17 10 0 11.67 1.003 11.63 0.7545 0.0000 0.0000 3.3347E-02 4.5386E-03 17 20 0 11.45 1.069 10.71 0.7254 0.0000 0.0000 3.5888E-02 5.9189E-03 17 30 0 11.23 1.130 9.935 0.6978 0.0000 0.0000 3.8092E-02 7.4931E-03 17 40 0 11.01 1.191 9.247 0.6723 0.0000 0.0000 4.0060E-02 9.3338E-03 17 50 0 10.79 1.250 8.635 0.6495 0.0000 0.0000 4.1782E-02 1.1463E-02 17 0 0 10.57 1.297 8.151 0.6307 0.0000 0.0000 4.2945E-02 1.3462E-02 Mean 38.83 0.60 Maximum 248.79 3.04 Minimum 0.00 -0.32 Total 3.880E+04 Time History of Flow and Velocity Q(cfs), Vel(ft/s). Total(cubic feet) Time Conduit:23 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node 0 - 10 - ----- 0 0.0000 -------- 0.0000 -------- 1.0000E-04 1.0000E-04 -------- ----------------- 0.0000 0.0000 -------- 0.0000 --------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 6.3073E-03 6.3073E-03 1 20 0 3.6321E-02 0.4442 8.1927E-02 2.5629E-02 0,0000 0.0000 1.1376E-04 1.0010E-02 1 30 0 26.89 4.283 6.277 0.5980 0.0000 0.0000 0.1679 0.4347 1 40 0 141.7 7.416 19.11 0.8533 0.0000 0.0000 0.5609 1.056 1 50 0 147.2 7.124 20.66 0.7724 0.0000 0.0000 0.7956 0.7806 1 0 0 137.4 6.633 20.72 0.7724 0.0000 0.0000 0.6928 0.6738 2 10 0 122.3 5.949 20.56 0.7724 0.0000 0.0000 0.5488 0.5504 2 20 0 116.5 5.666 20.56 0.7724 0.0000 0.0000 0.4979 0.4991 2 30 0 114.1 5.552 20.56 0.7724 0,0000 0.0000 0.4781 0.4792 2 40 0 112.2 5.456 20.56 0.7724 0.0000 0.0000 0.4617 0.4627 2 50 0 110.6 5.380 20.56 0.7724 0.0000 0.0000 0.4490 0.4498 2 0 0 109.1 5.305 20.56 0.7724 0.0000 0.0000 0.4367 0.4375 3 10 0 107.0 5.203 20.56 0.7724 0.0000 0.0000 0.4200 0.4207 3 20 0 102.9 5.008 20.55 0.7724 0.0000 0.0000 0.3892 0.3897 3 30 3 40 0 0 96.96 90.77 4.718 4.418 20.55 20.55 0.7724 0.7724 0.0000 0.0000 0.0000 0.0000 0.3455 0.3030 0.3458 0.3031 3 50 0 85.50 4.161 20.55 0.7724 0.0000 0.0000 0.2689 0.2689 3 0 0 81.69 3.976 20.55 0.7724 0.0000 0.0000 0.2455 0.2455 4 10 0 79.25 3.857 20.54 0.7724 0.0000 0.0000 0.2311 0.2310 20 0 76.93 3.745 20.54 0.7724 0.0000 0.0000 0.2178 0.2177 '4 M:UOBSi584-014tdatalEMRAN2KWodeKXPSWMMIPARKINGl5640i4x3.dm 28of52 Printed: 1022 AM, 08/04/00 SEAR -BROWN ' 4 30 0 74.75 3.639 20.54 0.7724 0.0000 0.0000 0.2057 0.2055 4 40 0 72.70 3.539 20.54 0.7724 0.0000 0.0000 0.1946 0.1944 4 50 0 70.78 3.446 20.54 0.7724 0.0000 0.0000 0.1844 0.1843 4 0 0 67.99 3.310 20.54 0.7724 0.0000 0.0000 0.1702 0.1700 5 10 0 65.28 3.178 20.54 0.7724 0.0000 0.0000 0.1569 0.1568 5 20 0 63.69 3.101 20.54 0.7724 0.0000 0.0000 0.1494 0.1492 5 30 0 61.77 3.008 20.54 0.7724 0.0000 0.0000 0.1406 0.1404 5 40 0 59.13 2.874 20.58 0.7724 0.0000 0.0000 0.1278 0.1286 5 50 0 56.46 2.734 20.65 0.7724 0.0000 0.0000 0.1148 0.1173 5 0 0 54.10 2.612 20.71 0.7724 0.0000 0.0000 0.1043 0.1077 6 10 0 51.96 2.504 20.75 0.7724 0.0000 0.0000 9.5422E-02 9.9302E-02 6 20 0 50.00 2.406 20.78 0.7724 0.0000 0.0000 8.7814E-02 9.1945E-02 6 30 0 48.17 2.315 20.81 0.7724 0.0000 0.0000 8.1109E-02 8.5333E-02 6 40 0 46.55 2.235 20.83 0.7724 0.0000 0.0000 7.5475E-02 7.9691E-02 6 50 0 45.05 2.162 20.84 0.7724 0.0000 0.0000 7.0502E-02 7.4651E-02 6 0 0 43.56 2.089 20.85 0.7724 0.0000 0.0000 6.5757E-02 6.9796E-02 7 10 0 42.10 2.018 20.86 0.7724 0.0000 0.0000 6.1298E-02 6.5198E-02 7 20 0 40.72 1.951 20.87 0.7724 0.0000 0.0000 5.7237E-02 6.0989E-02 7 30 0 39.04 1.869 20.88 0.7724 0.0000 0.0000 5.2513E-02 5.6048E-02 7 40 0 37.11 1.777 20.89 0.7724 0.0000 0.0000 4.7395E-02 5.0653E-02 7 50 0 35,18 1,684 20,19 0,7724 0,0110 0,0000 4.2562E-02 4.5529E-02 7 0 0 33.28 1.593 20.90 0.7724 0.0000 0.0000 3.8055E-02 4.0728E-02 8 10 0 31.41 1.503 20.90 0.7724 0.0000 0.0000 3.3906E-02 3.6292E-02 8 20 0 29.67 1.420 20.90 0.7724 0.0000 0.0000 3.0257E-02 3.2380E-02 8 30 0 28.06 1.343 20.89 0.7724 0.0000 0.0000 2.7073E-02 2.8959E-02 8 40 0 26.65 1.276 20.89 0.7724 0.0000 0.0000 2.4434E-02 2.6116E-02 8 50 0 25.36 1.214 20.88 0.7724 0.0000 0.0000 2.2158E-02 2.3652E-02 8 0 0 24.17 1.158 20.87 0.7724 0,0000 0.0000 2.0169E-02 2.1486E-02 9 10 0 23.41 1.122 20.85 0.7724 0.0000 0.0000 1.8976E-02 2.0163E-02 9 20 0 23.12 1.109 20.84 0.7724 0.0000 0.0000 1.8563E-02 1.9666E-02 9 30 0 22.87 1.099 20.82 0.7724 0.0000 0.0000 1.8240E-02 1.9256E-02 9 40 0 22.63 1.088 20.80 0.7724 0.0000 0,0000 1.7929E-02 1.8852E-02 9 50 0 22.38 1.078 20.77 0.7724 0,0000 0.0000 1.7625E-02 1.8448E-02 9 0 0 22.13 1.067 20.74 0.7724 0.0000 0.0000 1.7325E-02 1.8042E-02 10 10 0 21.88 1.056 20.71 0.7724 0.0000 0.0000 1.7028E-02 1.7635E-02 10 20 0 21.66 1.045 20.72 0.7724 0.0000 0.0000 1.6790E-02 1.7157E-02 10 30 0 21.45 1.034 20.75 0,7724 0.0000 0.0000 1.6581E-02 1.6631E-02 10 40 0 21.25 1.023 20.76 0.7724 0.0000 0.0000 1.6376E-02 1.6138E-02 10 10 50 0 0 21,14 0 20.83 1.013 1.003 20,78 20.78 0,7724 0.7724 0.0001 0.0000 0,1001 0.0000 1.6175E-02 1.5675E-12 1.5976E-02 1.5242E-02 11 10 0 20.65 0.9941 20.77 0.7785 0.0000 0.0000 1.5833E-02 1.4864E-02 11 20 0 20.44 0.9853 20.74 0.7895 0.0000 0.0000 1.5678E-02 1.4481E-02 11 30 0 20.23 0.9768 20.71 0.8008 0.0000 0.0000 1.5524E-02 1.4122E-02 11 40 0 20.02 0.9686 20.67 0.8122 0.0000 0.0000 1-5372E-02 1.3787E-02 11 50 0 19.80 0.9609 20.61 0.8189 .0.0000 0.0000 1.5243E-02 1.3459E-02 11 0 0 19.59 0.9541 20.54 0.8250 0.0000 0.0000 1.5139E-02 1.3167E-02 12 10 0 19.39 0.9477 20.46 0.8311 0.0000 0.0000 1.5038E-02 1.2895E-02 12 20 0 19.17 0.9415 20.36 0.8361 0.0000 0.0000 1.4944E-02 1.2630E-02 12 30 0 18.96 0.9363 20.25 0.8388 0.0000 0.0000 1.4892E-02 1.2390E-02 . 12 40 0 18.76 0.9314 20.14 0.8417 0.0000 0.0000 1.4844E-02 1.2165E-02 12 50 0 18.54 0.9268 20.01 0.8444 0.0000 0.0000 1.4805E-02 1.1949E-02 12 0 0 18.33 0.9240 19.84 0.8452 0.0000 0.0000 1.4861E-02 1.1745E-02 13 10 0 18.13 0.9215 19.67 0.8461 0.0000 0.0000 1.4928E-02 1.1553E-02 13 20 0 17.93 0.9199 19.49 0.8470 0.0000 0.0000 1.5023E-02 1.1382E-02 13 30 0 17.73 0.9200 19.27 0.8461 0.0000 0.0000 1.5234E-02 1.1208E-02 13 40 0 17.53 0.9210 19.04 0.8451 0.0000 0.0000 1.5480E-02 1.1048E-02 13 50 0 17,33 0,9222 18,79 1,1431 0,0011 0.0000 1.5752E-02 1.0882E-02 13 0 0 17.15 0.9265 18.51 0.8524 0.0000 0.0000 1.6160E-02 1.0770E-02 14 10 0 16.95 0.9309 18.21 0.8647 0.0000 0.0000 1.6590E-02 1.0648E-02 14 20 0 16.75 0.9353 17.91 0.8766 0.0000 0.0000 1.7022E-02 1.0531E-02 14 30 0 16.56 0.9412 17.60 0.8828 0.0000 0.0000 1.7491E-02 1.0469E-02 14 40 0 16.37 0.9481 17.27 0.8890 0.0000 0.0000 1.8025E-02 1.0412E-02 14 50 0 16.17 0.9563 16.91 0.8888 0.0000 0.0000 1.8610E-02 1.0387E-02 14 0 0 15.98 0.9668 16.53 0.8877 0.0000 0.0000 1.9319E-02 1.0397E-02 15 10 0 15.78 0.9828 16.06 0.8831 0.0000 0.0000 2.0346E-02 1.0463E-02 15 15 20 30 0 15.61 0 15.42 1.004 1.027 15.55 15.02 0.8770 0.8701 0.0000 0.0000 0.0000 0.0000 2.1645E-02 1.0611E-02 2.2956E-02 1.0912E-02 15 40 0 15.24 1.055 14.45 0.8620 0.0000 0.0000 2.4482E-02 1.1326E-02 15 50 0 15.01 1.087 13.81 0.8492 0.0000 0.0000 2.6341E-02 1.1787E-02 15 0 0 14.79 1.123 13.17 0.8345 0.0000 0.0000 2.8503E-02 1.2342E-02 16 10 0 14.56 1.158 12.58 0.8155 0.0000 0.0000 3.0572E-02 1.2918E-02 16 20 0 14.33 1.198 11.96 0.7974 0.0000 0.0000 3.3197E-02 1.3568E-02 16 30 0 14.09 1.247 11.30 0.7805 0.0000 0.0000 3.6551E-02 1.4308E-02 16 40 0 13.85 1.312 10.55 0.7584 0.0000 0.0000 4.0874E-02 1.5602E-02 16 50 0 13.61 1,386 9.823 0.7357 0.0000 0.0000 4.6295E-02 1.6941E-02 16 0 0 13.34 1.467 9.089 0.7103 0.0000 0.0000 5.2943E-02 1.8395E-02 17 10 0 13.07 1.569 8.330 0.6840 0.0000 0.0000 6.1154E-02 2.0673E-02 17 20 0 12.72 1.662 7.652 0.6488 0.0000 0.0000 7.0031E-02 2.2401E-02 17 30 0 12.35 1.783 6.931 0.6217 0.0000 0.0000 8.2066E-02 2.4916E-02 '17 40 0 11.99 1.915 6.262 0.5944 0.0000 0.0000 9.4710E-02 2.8715E-02 M:UOBSl564-014tdata\EXTRAN2K\ModeN(PSWMMtPARKINGt554014x3.doc 29 W 52 Printed: 1019 AM, 08/04/00 SEAR -BROWN I 17 50 0 11.58 2.048 5.658 17 0 0 11.18 2.195 5.094 Mean 38.29 2.03 Maximum 147.16 7.42 Minimum 0.00 0.00 Total 1.313E+05 0.5643 0.0000 0.0000 0.1057 3.4323E-02 0.5342 0.0000 0.0000 0.1162 4.2447E-02 Time History of Flow and Velocity Q(cfs). Vel(ft/s), Total(cubic feet) Time Conduit:34 Hr:Mn:Sc ------ Flow ---- Velocity -------- X-Area ------ H-Radius Up HGL Down HGL Up Node Down Node _ 0 10 0 0.0000 0.0000 1.0000E-04 -------- 1.0000E-04 -- --- 0.0000 ---- --- 0.0000 -- ---- 0.0000 ---- ---- 0.0000 0 20 0 0,0000 0,0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 1.2548E-03 0.1665 7.3459E-03 1.3014E-02 0.0000 0.0000 4.5960E-06 1.5478E-03 1 20 0 -13.71 -2.231 6.143 0.9040 0.0000 0.0000 8.8606E-02 6.6755E-02 1 30 0 -51.51 -7.250 7.104 0.7500 0.0000 0.0000 0.8159 0.8165 1 40 0 -53.62 -7.526 7.125 0.7500 0.0000 0.0000 0.8838 0.8750 1 50 0 -15.72 -2.203 7.133 0.7500 0.0000 0.0000 7.5441E-02 7.5316E-02 1 0 0 13.70 1.919 7.142 0.7500 0.0000 0.0000 5.7182E-02 5.7167E-02 2 10 0 28.90 4.044 7.146 0.7500 0.0000 0.0000 0.2538 0.2542 2 20 0 31.93 4.467 7.147 0.7500 0.0000 0.0000 0.3095 0.3102 2 30 0 31.99 4.477 7.147 0.7500 0.0000 0.0000 0.3108 0.3116 2 40 0 31.81 4.451 7.147 0.7500 0.0000 0.0000 0.3072 0.3079 2 50 0 31.66 4.429 7.147 0.7500 0.0000 0.0000 0.3043 0.3050 2 0 0 31.55 4.415 7.147 0.7500 0.0000 0.0000 0.3024 0.3030 3 10 0 31.49 4.407 7.147 0.7500 0.0000 0.0000 0.3012 0.3019 3 20 3 30 0 0 31,39 31.21 4,393 4.368 7,141 7.146 1,7500 0.7500 0.0010 0.0000 0.0101 0.0000 1,2993 0.2959 0.3010 0.2965 3 40 0 31.00 4.338 7.146 0.7500 0.0000 0.0000 0.2920 0.2926 3 50 0 30.80 4.311 7.146 0.7500 0.0000 0.0000 0.2882 0.2888 3 0 0 30.65 4.289 7.146 0.7500 0.0000 0.0000 0.2854 0.2859 4 10 0 30.55 4.275 7.146 0.7500 0.0000 0.0000 0.2835 0.2841 4 20 0 30.45 4.261 7.146 0.7500 0.0000 0.0000 0.2817 0.2823 4 30 0 30.36 4.248 7.146 0.7500 0.0000 0.0000 0.2800 0.2805 4 40 0 30.27 4.236 7.146 0.7500 0.0000 0.0000 0.2784 0.2789 4 50 0 30.18 4.224 7.146 0.7500 0.0000 0.0000 0.2768 0.2773 4 0 0 30.05 4.206 7.146 0.7500 0.0000 0.0000 0.2744 0.2749 5 10 0 29.92 4.187 7.146 0.7500 0.0000 0.0000 0.2720 0.2725 5 20 0 29.85 4.177 7.146 0.7500 0.0000 0.0000 0.2707 0.2712 5 30 0 29.77 4.166 7.146 0.7500 0.0000 0.0000 0.2693 0.2698 5 40 0 29.65 4.150 7.146 0.7500 0.0000 0.0000 0.2672 0.2677 5 50 0 29.53 4.132 7.146 0.7500 0.0000 0.0000 0.2649 0.2654 5 0 0 29.42 4.117 7.146 0.7500 0.0000 0.0000 0.2629 0.2634 6 10 0 29.32 4.103 7.145 0.7500 0.0000 0.0000 0.2612 0.2617 6 20 6 30 0 0 29,23 29.16 4,091 4.080 7,145 7.145 0,7100 0.7500 0.0001 0.0000 0,1000 0.0000 0,2197 0.2583 0,2601 0.2588 6 40 0 29.09 4.071 7.145 0.7500 0.0000 0.0000 0.2572 0.2576 6 50 0 29.03 4.063 7.145 0.7500 0.0000 0.0000 0.2561 0.2566 6 0 0 29.12 4.075 7.145 0.7500 0.0000 0,0000 0.2577 0.2581 7 10 0 29.35 4.108 7.145 0.7500 0.0000 0.0000 0.2618 0.2622 7 20 0 30.60 4.283 7.145 0.7500 0.0000 0.0000 0.2845 0.2851 7 30 0 30.76 4.305 7.144 0.7500 0.0000 0.0000 0.2875 0.2881 7 40 0 30.87 4.321 7.144 0.7500 0.0000 0.0000 0.2896 0.2902 7 50 0 30,94 4,331 7,144 0,7500 0,0000 0,0001 0,2910 0,2916 7 0 0 30.99 4.338 7.144 0.7500 0.0000 0.0000 0.2919 0.2925 8 10 0 31.02 4.342 7.144 0.7500 0.0000 0.0000 0.2924 0.2930 8 20 0 31.03 4.343 7.144 0.7500 0.0000 0.0000 0.2926 0.2932 8 30 0 31.02 4.343 7.143 0.7500 0.0000 0.0000 0.2926 0.2932 8 40 0 31.00 4.340 7.143 0.7500 0.0000 0.0000 0.2922 0.2928 8 50 0 30.96 4.335 7.143 0.7500 0.0000 0.0000 0.2915 0.2921 8 0 0 30.91 4.328 7.143 0.7500 0.0000 0.0000 0.2905 0.2911 9 10 0 30.84 4.318 7.142 0.7500 0.0000 0.0000 0.2893 0.2899 9 20 0 30.77 4.308 7.142 0.7500 0.0000 0.0000 0.2879 0.2885 9 30 0 30.69 4.298 7.141 0.7500 0.0000 0.0000 0.2865 0.2871 9 40 0 30.61 4.287 7.141 0.7500 0.0000 0.0000 0.2850 0.2856 9 50 0 30.53 4.275 7.140 0.7500 0.0000 0.0000 0.2835 0.2841 9 0 0 30.44 4.263 7.140 0.7500 0.0000 0.0000 0.2820 0.2825 10 10 0 30.35 4.251 7.139 0.7500 0.0000 0.0000 0.2804 0.2809 M:U08S1564-014Wata1EXTRAN2KVAodeN(PSWMM\PARKINGl564014x3.dm 30 of 52 Printed: 10:22 AM, 08M4/00 SEAR -BROWN 10 20 0 30.26 4.239 7.139 0.7500 0.0000 0.0000 0.2787 0.2793 l 10 30 0 30.17 4.226 7.138 0.7500 0.0000 0.0000 0.2770 0.2776 10 40 0 30.07 4.213 7.138 0.7500 0.0000 0.0000 0.2753 0.2758 10 50 0 29.97 4.199 7.137 0.7500 0.0000 0.0000 0.2736 0.2741 10 0 0 29.87 4.186 7.137 0.7500 0.0000 0.0000 0.2718 0.2723 11 10 0 29.77 4.171 7.136 0.7500 0.0000 0.0000 0.2699 0.2705 11 20 0 29.66 4.157 7.136 0.7500 0.0000 0.0000 0.2681 0.2686 11 30 0 29.55 4.142 7.135 0.7500 0.0000 0.0000 0.2662 0.2667 11 40 0 29.44 4.127 7.134 0.7500 0.0000 0.0000 0.2642 0.2647 11 50 0 29.33 4.111 7.134 0.7500 0.0000 0.0000 0.2623 0.2627 11 0 0 29.21 4.096 7.133 0.7500 0.0000 0.0000 0.2602 0.2607 12 10 0 29.09 4.079 7.132 0.7500 0.0000 0.0000 0.2582 0.2586 12 20 0 28.97 4.062 7.132 0.7500 0.0000 0.0000 0.2560 0.2565 12 30 0 28.85 4.045 7.131 0.7500 0.0000 0.0000 0.2539 0.2543. 12 40 0 28.72 4.028 7.130 0.7500 0.0000 0.0000 0.2517 0.2521 12 50 0 28.59 4.010 7.130 0.7500 0.0000 0.0000 0.2494 0.2499 12 0 0 28.45 3.991 7.129 0.7500 0.0000 0.0000 0.2472 0.2476 13 10 0 28.32 3.972 7.128 0.7500 0.0000 0.0000 0.2448 0.2452 13 20 0 28.17 3.953 7.128 0.7500 0.0000 0.0000 0.2424 0.2428 13 30 0 28.03 3.933 7.127 0.7500 0.0000 0.0000 0.2400 0.2403 13 40 0 27.87 3,912 7,126 0,7500 0,0001 0,1010 0,2374 1,2378 13 50 0 27.72 3.890 7.125 0.7500 0.0000 0.0000 0.2348 0.2351 13 0 0 27.55 3.867 7.124 0.7500 0.0000 0.0000 0.2321 0.2324 14 10 0 27.38 3.844 7.123 0.7500 0.0000 0.0000 0.2293 0.2296 14 20 0 27.20 3.820 7.123 0.7500 0.0000 0.0000 0.2264 0.2267 14 30 0 27.02 3.794 7.122 0.7500 0.0000 0.0000 0.2234 0.2237 14 40 0 26.83 3.768 7.121 0.7500 0.0000 0.0000 0.2203 0.2206 14 50 0 26.63 3.740 7.120 0.7500 0.0000 0.0000 0.2170 0.2173 14 0 0 26.41 3.711 7.119 0.7500 0.0000 0.0000 0.2137 0.2139 15 10 0 21,19 3,610 7,118 0,7500 0,0100 1,0000 0,2101 0,2104 15 20 0 25.95 3.647 7.116 0.7500 0.0000 0.0000 0.2064 0.2067 15 30 0 25.70 3.613 7.115 0.7500 0.0000 0.0000 0.2025 0.2028 15 40 0 25.44 3.576 7.114 0.7500 0.0000 0.0000 0.1984 0.1986 15 50 0 25.16 3.537 7.113 0.7500 0.0000 0.0000 0.1942 0.1944 15 0 0 24.87 3.497 7.111 0.7500 0.0000 0.0000 0.1898 0.1900 16 10 0 24.57 3.456 7.110 0.7500 0.0000 0.0000 0.1854 0.1855 16 20 0 24.26 3.412 7.108 0.7500 0.0000 0.0000 0.1807 0.1809 16 30 0 23.96 3.372 7.107 0.7500 0.0000 0.0000 0.1765 0.1766 16 16 40 50 0 23.71 0 23.35 3.337 3.287 7.105 7.104 0.7500 0.7500 0.0000 0.0000 0.0000 0.0000 0,1728 0,1677 0.1729 0.1678 16 0 0 22.96 3.234 7.102 0.7500 0.0000 0.0000 0:1623 0.1624 17 10 0 22.56 3.177 7.100 0.7500 0.0000 0.0000 0.1567 0.1568 17 20 0 22.13 3.118 7.098 0.7500 0.0000 0.0000 0.1509 0.1510 17 30 0 21.70 3.057 7.096 0.7500 0.0000 0.0000 0.1451 0.1452 17 40 0 21.25 2.995 7.094 0.7500 0.0000 0.0000 0.1393 0.1393 17 50 0 20.79 2.932 7.092 0.7500 0.0000 0.0000 0.1334 0.1335 17 0 0 20.32 2.866 7.090 0.7500 0.0000 0.0000 0.1275 0.1275 Mean 24.32 3.41 Maximum 31.99 4.48 Minimum -53.62 -7.53 Total 2.208E+05 Time History of Q(cfs), Vel(ft/s), Flow and Total(cubic Velocity feet) Time Conduit:461 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 ----- 0 0.0000 -------- 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 -------- 0.0000 --------- 0.0000 -------- 0.0000 --------- 0.0000 0 0 20 30 0 0.0000 0 0.0000 0,0100 0.0000 1.0000E-04 1.0000E-04 1.0000E-14 1.0000E-04 0,0001 0.0000 0,0100 0.0000 0,1001 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 7.0682E-04 0.1676 4.0841E-03 9.9289E-03 0.0000 0.0000 5.6742E-06 1.5524E-03 1 20 0 2.392 0.4759 5.025 0.6250 0.0000 0.0000 3.3702E-03 3.6665E-03 1 30 0 9.150 1.849 4.949 0.6250 0.0000 0.0000 5.3112E-02 5.3061E-02 1 40 0 22.01 4.425 4.975 0.6250 0.0000 0.0000 0.3034 0.3048 1 50 0 16.94 3.406 4.972 0.6250 0.0000 0.0000 0.1800 0.1803 1 0 0 20.02 4.023 4.976 0.6250 0.0000 0.0000 0.2509 0.2518 2 10 0 18.51 3.720 4.977 0.6250 0.0000 0.0000 0.2146 0.2151 2 20 0 17.39 3.493 4.978 0.6250 0.0000 0.0000 0.1893 0.1897 2 30 0 17.13 3.441 4.978 0.6250 0.0000 0.0000 0.1837 0.1840 2 40 0 17.20 3.456 4.978 0.6250 0.0000 0.0000 0.1853 0.1856 M:VOBS\564-014\data\EXTRAN2K\ModeNCPSWMM\PARKING\564014x3.dm 31 of52 Printed: 10:19 AM, 08/04/00 _ 2 50 0 17.34 3.484 4.978 0.6250 0.0000 0,0000 0.1883 0.1886 2 0 0 17.50 3.515 4.978 0.6250 0.0000 0.0000 0.1917 0.1921 3 10 0 17.70 3.556 4.978 0.6250 0.0000 0.0000 0.1962 0.1966 3 20 0 17.94 3.605 4.978 0.6250 0.0000 0.0000 0.2015 0.2020 3 30 0 18.18 3.653 4.977 0.6250 0.0000 0.0000 0.2069 0.2074 3 40 0 18.40 3.697 4.977 0.6250 0.0000 0.0000 0.2120 0.2126 3 50 0 18.60 3.738 4.977 0.6250 0.0000 0.0000 0.2167 0.2172 3 0 0 18.76 3.769 4.977 0.6250 0.0000 0.0000 0.2202 0.2208 4 10 0 18.86 3.790 4.977 0.6250 0.0000 0.0000 0.2227 0.2234 4 20 0 18.97 3.811 4.977 0.6250 0.0000 0.0000 0.2253 0.2259 4 30 0 19.07 3.833 4.977 0.6250 0.0000 0.0000 0.2278 0.2284 4 40 0 19.18 3.854 4.977 0.6250 0.0000 0.0000 0.2303 0.2310 4 50 0 19.28 3.875 4.977 0.6250 0.0000 0.0000 0.2328 0.2335 4 0 0 19.45 3.909 4.976 0.6250 0.0000 0.0000 0.2369 0.2377 - 5 10 0 19.67 3.952 4.976, 0.6250 0.0000 0.0000 0.2421 0.2429 5 20 0 19.81 3.980 4.976 0.6250 0.0000 0.0000 0.2456 0.2464 5 30 0 19.96 4.010 4.976 0.6250 0.0000 0.0000 0.2493 0.2502 1 5 40 0 20.19 4.058 4.976 0.6250 0.0000 0.0000 0.2553 0.2562 5 50 0 20.57 4.135 4.976 0.6250 0.0000 0.0000 0.2649 0.2659 5 0 0 21.02 4.224 4.975 0.6250 0.0000 0.0000 0.2765 0.2776 6 10 0 21.51 4.324 4.975 0.6250 0.0000 0.0000 0.2897 0.2910 6 20 0 22.05 4.432 4.974 0.6250 0.0000 0.0000 0.3043 0.3058 '\ 6 30 0 22.61 4.547 4.974 0.6250 0.0000 0.0000 0.3202 0.3218 6 40 0 23.15 4.656 4.973 0.6250 0.0000 0.0000 0.3357 0.3375 6 50 0 23.66 4.758 4.973 0.6250 0.0000 0.0000 0.3505 0.3525 6 0 0 29.80 5.999 4.967 0.6250 0.0000 0.0000 0.5559 0.5618 7 10 0 30.52 6.146 4.966 0.6250 0.0000 0.0000 0.5833 0.5899 7 20 0 30.62 6.167 4.965 0.6250 0.0000 0.0000 0.5873 0.5940 7 30 0 30.77 6.198 4.965 0.6250 0.0000 0.0000 0.5932 0.6600 7 40 0 30.88 6.221 4.964 0.6250 0.0000 0.0000 0.5975 0.6044 7 50 0 30.96 6.236 4.964 0.6250 0.0000 0.0000 0.6003 0.6073 7 0 0 31.00 6.245 4.964 0.6250 0.0000 0.0000 0.6021 0.6092 8 10 0 31.03 6.251 4.964 0.6250 0.0000 0.0000 0.6032 0.6103 8 20 0 31.04 6.253 4.964 0.6250 0.0000 0.0000 0.6036 0.6107 8 30 0 31.04 6.253 4.964 0.6250 0.0000 0.0000 0.6035 0.6106 8 40 0 31.02 6.249 4.963 0.6250 0.0000 0.0000 0.6028 0.6099 8 50 0 30.98 6.242 4.963 0.6250 0.0000 0.0000 0.6014 0.6085 8 0 0 30.92 6.231 4.963 0.6250 0.0000 0.0000 0.5994 0.6064 9 9 10 20 0 0 30.86 30.78 6,218 6.203 4,913 4.962 0.6210 0.6250 0,0110 0.0000 0,0000 0.0000 0,5968 0.5941 0,6038 0.6009 9 30 0 30.71 6.188 4.962 0.6250 0.0000 0.0000 0.5912 0.5980 9 40 0 30.63 6.172 4.962 0.6250 0.0000 0.0000 0.5882 0.5949 9 50 0 30.54 6.156 4.962 0.6250 0.0000 0.0000 0.5851 0.5917 9 0 0 30.46 6.139 4.961 0.6250 0.0000 0.0000 0.5819 0.5884 10 10 0 30.37 6.121 4.961 0.6250 0.0000 0.0000 0.5786 0.5850 10 20 0 30.28 6.103 4.961 0.6250 0.0000 0.0000 0.5752 0.5815 10 30 0 30.18 6.084 4.960 0.6250 0.0000 0.0000 0.5717 0.5780 10 40 0 30.09 6,065 4,960 0.6250 0,0000 0.0000 0,1682 0.5744 10 50 0 29.99 6.046 4.960 0.6250 0.0000 0.0000 0.5645 0.5707 10 0 0 29.89 6.026 4.959 0.6250 0.0000 0.0000 0.5609 0.5669 11 10 0 29.78 6.006 4.959 0.6250 0.0000 0.0000 0.5571 0.5630 11 20 0 29.68 5.985 4.959 0.6250 0.0000 0.0000 0.5533 0.5591 11 30 0 29.57 5.964 4.958 0.6250 0.0000 0.0000 0.5494 0.5551 11 40 0 29.46 5.942 4.958 0.6250 0.0000 0.0000 0.5454 0.5510 11 50 0 29.35 5.919 4.958 0.6250 0.0000 0.0000 0.5413 0.5468 11 0 0 29.23 5.896 4.957 0.6250 0.0000 0.0000 0.5371 0.5426 12 10 0 29.11 5,873 4.957 1,6251 0.0000 0.0000 0.5328 0,5312 12 20 0 28.99 5.848 4.957 0.6250 0.0000 0.0000 0.5285 0.5337 12 30 0 28.86 5.824 4.956 0.6250 0.0000 0.0000 0.5240 0.5292 12 40 0 28.73 5.798 4.956 0.6250 0.0000 0.0000 0.5195 0.5246 12 50 0 28.60 5.772 4.955 0.6250 0,0000 0.0000 0.5149 0.5199 12 0 0 28.47 5.746 4.955 0.6250 0.0000 0.0000 0.5102 0.5151 13 10 0 28.33 5.718 4.955 0.6250 0.0000 0.0000 0.5054 0.5102 13 20 0 28.19 5.690 4.954 0.6250 0.0000 0.0000 0.5005 0.5051 13 30 0 28.04 5.661 4.954 0.6250 0.0000 0.0000 0.4954 0.4999 13 40 0 27,19 5,631 4,953 0.6250 0,1000 0.0010 1,4901 0,4946 13 50 0 27.73 5.600 4.953 0.6250 0.0000 0.0000 0.4847 0.4890 13 0 0 27.57 5.567 4.952 0.6250 0.0000 0.0000 0.4791 0.4833 14 10 0 27.40 5.533 4.952 0.6250 0.0000 0.0000 0.4734 0.4775 14 20 0 27.22 5.498 4.951 0.6250 0.0000 0.0000 0.4674 0.4714 14 30 0 27.04 5.462 4.951 0.6250 0.0000 0.0000 0.4612 0.4651 14 40 0 26.85 5.423 4.950 0.6250 0.0000 0.0000 0.4548 0.4586 14 50 0 26.64 5.383 4.949 0.6250 0.0000 0.0000 0.4482 0.4518 14 0 0 26.43 5.341 4.949 0.6250 0.0000 0.0000 0.4413 0.4448 �\ 15 15 10 20 0 0 26.21 25.97 5.297 5.250 4.948 4.947 0.6250 0.6250 0.0000 0.0000 0.0000 0.0000 0.4340 0.4264 0.4374 0.4296 15 30 0 25.72 5.200 4.947 0.6250 0.0000 0.0000 0.4184 0.4214 15 40 0 25.46 5.147 4.946 0.6250 0.0000 0.0000 0.4099 0.4128 15 50 0 25.18 5.092 4.945 0.6250 0.0000 0.0000 0.4012 0.4040 '15 0 0 24.89 5.034 4.944 0.6250 0.0000 0.0000 0.3922 0.3949 M:UOBS\564-014\data\EXTRAN2K\ModePXPSWMM\PARKING\564014x3.doc 32 of 52 Primed: 10:22 AM, 08/04/00 SEAR -BROWN 16 10 0 24.59 4.975 4.944 0.6250 0.0000 0.0000 0.3830 0.3855 16 20 0 24.28 4.912 4.943 0.6250 0.0000 0.0000 0.3735 0.3758 16 30 0 24.00 4.858 4.942 0.6250 0.0000 0.0000 0.3653 0.3675 16 40 0 23.73 4.803 4.941 0.6250 0.0000 0.0000 0.3572 0.3593 16 50 0 23.37 4.731 4.940 0.6250 0.0000 0.0000 0,3466 0.3486 16 0 0 22.99 4.655 4.939 0.6250 0.0000 0.0000 0.3356 0.3374 17 10 0 22.58 4.573 4.938 0.6250 0.0000 0.0000 0.3239 0.3256 17 20 0 22.16 4.488 4.936 0.6250 0.0000 0.0000 0.3121 0.3136 17 30 0 21.72 4.401 4.935 0.6250 0.0000 0.0000 0.3001 0.3015 17 40 0 21.28 4.312 4.934 0.6250 0.0000 0.0000 0.2881 0.2893 17 50 0 20.82 4.220 4.933 0.6250 0.0000 0.0000 0.2760 0.2771 17 0 0 20.35 4.126 4.932 0.6250 0.0000 0.0000 0.2638 0.2648 �i Mean 23.19 4.68 Maximum 31.04 6.25 Minimum 0.00 0.00 Total 3.030E+05 r� �I Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:462 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- ----- ---------------- -------- -------- -------------------------- 0 10 0 1,0110 0.0000 1.0000E-14 1.0000E-04 0.0000 0.0001 0.0011 0.0001 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000' 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 40 0 8.906 0,1863 41,12 0,1511 1,1100 0,0001 1.6730E-03 3.0426E-01 1 50 0 0.0000 0.0000 28.53 0.1843 0.0000 0.0000 0.0000 0.0000 1 0 0 2.997 3.8288E-02 78.28 0.2510 0.0000 0.0000 8.4312E-05 1.2970E-07 2 10 0 20.63 0.1738 118.7 0.3751 0.0000 0.0000 1.5908E-03 1.1806E-05 2 20 0 22.73 0.1648 137.9 0.4321 0.0000 0.0000 1.4515E-03 8.8273E-06 �l 2 30 0 20.96 0.1489 140.8 0.4403 0.0000 0.0000 1.1967E-03 6.2691E-06 2 40 0 19.69 0.1418 138.8 0.4343 0.0000 0.0000 1.0901E-03 5.4313E-06 2 50 0 18.93 0.1391 136.1 0.4263 0.0000 0.0000 1.0488E-03 5.1826E-06 2 0 0 17.74 0.1335 132.9 0.4167 0.0000 0.0000 9.6822E-04 4.6331E-06 3 10 0 16,26 1,1264 128.6 0,4041 1,0001 0,0001 8.7051E-04 3.9925E-06 '3 20 0 15.22 0.1227 124.0 0.3904 0.0000 0.0000 8.2116E-04 3.7409E-06 f 3 30 0 14.45 0.1209 119.5 0.3770 0.0000 0.0000 7.9593E-04 3.6689E-06 3 40 0 13.65 0.1184 115.3 0.3643 0.0000 0.0000 7.6339E-04 3.5341E-06 3 50 0 12.98 0.1164 111.4 0.3528 0.0000 0.0000 7.3800E-04 3.4422E-06 3 0 0 12.50 0.1152 108.5 0.3439 0.0000 0.0000 7.2236E-04 3.4014E-06 4 10 0 12.17 0.1143 106.4 0.3377 0.0000 0.0000 7.1077E-04 3.3678E-06 4 20 0 11.87 0.1137 104.4 0.3315 0.0000 0.0000 7.0271E-04 3.3618E-06 4 30 0 11.60 0.1133 102.4 0.3253 0.0000 0.0000 6.9730E-04 3.3773E-06 4 40 0 11,35 0,1131 100.3 0,3192 0.0000 1,1000 6.9366E-04 3.4078E-06 4 50 0 11.12 0.1131 98.34 0.3131 0.0000 0.0000 6.9255E-04 3.4604E-06 4 0 0 10.78 0.1134 95.09 0.3033 0.0000 0.0000 6.9489E-04 3.5859E-06 5 10 0 10.40 0.1143 91.03 0.2908 0.0000 0.0000 7.0377E-04 3.8092E-06 5 20 0 10.18 0.1152 88.36 0.2827 0.0000 0.0000 7.1395E-04 4.0077E-06 5 30 0 9.946 0.1164 85.46 0.2738 0.0000 0.0000 7.2598E-04 4.2471E-06 5 40 0 9.596 0.1187 80.83 0.2596 0.0000 0.0000 7.5144E-04 4.7320E-06 5 50 0 9.106 0.1240 73.44 0.2367 0.0000 0.0000 8.1095E-04 5.8702E-06 5 0 0 8.557 0.1323 64.67 0.2093 0.0000 0.0000 9.0877E-04 7.9995E-06 6 10 0 7.971 0.1457 54.71 0.1780 0.0000 0.0000 1.0749E-03 1.2450E-05 6 20 0 7.360 0.1682 43.77 0.1432 0.0000 0.0000 1.3732E-03 2.3534E-05 6 30 0 6.719 0.2100 32.00 0.1053 0.0000 0.0000 1.9792E-03 6.1549E-05 6 40 0 6.119 0.2977 20.55 6.8001E-02 0.0000 0.0000 3.3433E-03 2.6800E-04 6 50 0 5.563 0.5768 9.644 3.2060E-02 0.0000 0.0000 6.3861E-03 4.0762E-03 6 0 0 1.067 0.3356 3.181 1.0589E-02 0.0000 0.0000 2.0069E-05 6.2690E-03 7 10 0 9.3622E-02 0.1238 0.7465 2.4880E-03 0.0000 0.0000 3.7177E-07 9.1505E-04 7 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 M:UOBS\564-014WalatEXTRAN2K\ModeN(PSWMMIPARKING1.564014x3.dm 33 of 52 Printed: 10:19 AM, 08M4/00 rl SEAR -BROWN 8 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 '0.0000 0.0000 0.0000 10 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0,0000 0.0000 0.0000 13 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 Mean 3.51 0.05 Maximum 22.73 0.58 Minimum 0.00 0.00 Total 3.064E+03 Time History of Flow -and Velocity- Q(cfs). Vel(ft/s), Total(cubic feet) Time Conduit:67 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 0 ----- 0.0000 -------- 0.0000 1.0000E-04 -------- -------- 1.0000E-04 -------- 0.0000 --------- 0.0000 ----------------- 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 MAJOBS1.564-0141dataXSURAN2MModel\XPSWMMIPARKING7564014x3.doc 34 of 52 Pdnted: 1022 AM, 06/04/00 SEAR -BROWN I 11 u I 11 11 11 11 I 1 10 0 1.3253E-03 0.2321 5.6073E-03 1.1301E-02 0.0000 0.0000 2.0843E-05 2.8385E-03 1 20 0 7.445 1.512 4.924 0.6250 0.0000 0.0000 3.5541E-02 3.5448E-02 1 30 0 28.60 5.786 4.943 0.6250 0.0000 0.0000 0.5179 0.5216 1 40 0 31.68 6.387 4.960 0.6250 0.0000 0.0000 0.6308 0.6362 1 50 0 20.66 4.157 4.969 0.6250 0.0000 0.0000 0.2681 0.2686 1 0 0 14.67 2.950 4.974 0.6250 0.0000 0.0000 0.1352 0.1351 2 10 0 12.07 2.425 4.977 0.6250 0,0000 0.0000 9.1389E-02 9.1249E-02 2 20 0 10.50 2.109 4.979 0,6250 0.0000 0.0000 6.9151E-02 6.9016E-02 2 30 0 10.04 2.017 4.980 0.6250 0.0000 0.0000 6.3217E-02 6.3089E-02 2 40 0 11.58 2.326 4.979 0.6250 0.0000 0.0000 8.4105E-02 8.3969E-02 2 50 0 13.46 2.703 4.978 0.6250 0.0000 0.0000 0.1135 0.1134 2 0 0 15.21 3.055 4.977 0.6250 0.0000 0.0000 0.1450 0.1449 3 10 0 17.05 3.425 4.976 0.6250 0.0000 0.0000 0.1822 0.1822 3 20 0 19.07 3.833 4.975 0.6250 0.0000 0.0000 0.2280 0.2283 3 30 0 21.16 4.254 4.973 0.6250 0.0000 0.0000 0.2807 0.2813 3 40 0 23.14 4.655 4.972 0.6250 0.0000 0.0000 0.3360 0.3370 3 50 0 24.61 4.951 4.970 0.6250 0.0000 0.0000 0.3799 0.3814 3 0 0 25.73 5.178 4.969 0.6250 0.0000 0.0000 0.4154 0.4173 4 10 0 26.50 5.333 4.969 0.6250 0.0000 0.0000 0.4406 0.4428 4 20 0 27.24 5.483 4.968 0.6250 0.0000 0.0000 0.4655 0.4680 4 30 0 27.94 5.625 4.967 0.6250 0.0000 0.0000 0.4899 0.4929 4 40 0 28.62 5.762 4.966 0.6250 0.0000 0.0000 0.5139 0.5172 4 50 0 29.26 5.893 4.966 0.6250 0.0000 0.0000 0.5374 0.5411 4 0 0 30.26 6.095 4.965 0.6250 0.0000 0.0000 0.5747 0.5791 5 10 0 31.36 6.318 4.963 0.6250 0.0000 0.0000 0.6172 0.6224 5 20 0 32.01 6.450 4.962 0.6250 0.0000 0.0000 0.6430 0.6488 5 30 0 32.59 6.568 4.962 0.6250 0.0000 0.0000 0.6668 0.6731 5 40 0 33.28 6.710 4.961 0.6250 0.0000 0.0000 0.6956 0.7025 5 50 0 34.05 6.866 4.959 0.6250 0.0000 0.0000 0.7281 0.7358 5 0 0 34.63 6.986 4.958 0.6250 0.0000 0.0000 0.7536 0.7619 6 10 0 35.10 7.082 4.957 0.6250 0.0000 0.0000 0.7743 0.7831 6 20 0 35.53 7.171 4.955 0.6250 0.0000 0.0000 0.7938 0.8031 6 30 0 35.84 7.235 4.954 0.6250 0.0000 0.0000 0.8080 0.8177 6 40 0 36.17 7.302 4.953 0.6250 0.0000 0.0000 0.8229 0.8331 6 50 0 36.36 7.343 4.952 0.6250 0.0000 0.0000 0.8321 0.8425 6 0 0 30.90 6.249 4.945 0.6250 0.0000 0.0000 0.6038 0.6088 7 10 0 30.63 6.197 4.944 0.6250 0.0000 0.0000 0.5939 0.5987 7 20 0 30.64 6.198 4.943 0.6250 0.0000 0.0000 0.5942 0.5989 7 30 0 30.78 6.228 4.942 0.6250 0.0000 0.0000 0.5998 0.6047 7 40 0 30.88 6,250 4.941 0.6250 0.0000 0.0000 0.6041 0.6091 7 50 0 30.96 6.265 4.941 0.6250 0.0000 0.0000 0.6070 0.6120 7 0 0 31.00 6.275 4.941 0.6250 0.0000 0.0000 0.6089 0.6139 8 10 0 31.03 6.280 4.940 0.6250 0.0000 0.0000 0.6099 0.6150 8 20 0 31.04 6.283 4.940 0.6250 0.0000 0.0000 0.6104 0.6154 8 30 0 31.04 6.282 4.940 0.6250 0.0000 0.0000 0.6103 0.6154 8 40 0 31.02 6.279 4.940 0.6250 0.0000 0.0000 0.6096 0.6146 8 50 0 30.98 6.271 4.940 0.6250 0.0000 0.0000 0.6082 0.6132 8 0 0 30.93 6.260 4.940 0.6250 0.0000 0.0000 0.6061 0.6111 9 10 0 30.86 6.247 4.940 0.6250 0.0000 0:0000 0.6035 0.6084 9 20 0 30.78 6.232 4.940 0.6250 0.0000 0.0000 0.6007 0.6055 9 30 0 30.71 6.217 4.940 0.6250 0.0000 0.0000 0.5977 0.6025 9 40 0 30.63 6.201 4.939 0.6250 0.0000 0.0000 0.5946 0.5994 9 50 0 30.54 6.184 4.939 0.6250 0.0000 0.0000 0.5915 0.5962 9 0 0 30.46 6.167 4.939 0.6250 0.0000 0.0000 0.5882 0.5928 10 10 0 30.37 6.149 4.939 0.6250 0.0000 0.0000 0.5848 0.5894 10 20 0 30.28 6,130 4.939 0.6250 0.0000 0.0000 0.5813 0.5858 10 30 0 30.18 6.112 4.939 0.6250 0.0000 0.0000 0.5778 0.5822 10 40 0 30.09 6.092 4.939 0.6250 0.0000 0.0000 0.5741 0.5785 10 50 0 29.99 6.072 4.939 0.6250 0.0000 0.0000 0.5704 0.5747 10 0 0 29.89 6.052 4.938 0.6250 0.0000 0.0000 0.5667 0.5709 11 10 0 29.79 6.031 4.938 0.6250 0.0000 0.0000 0.5628 0.5670 11 20 0 29.68 6.010 4.938 0.6250 0.0000 0.0000 0.5589 0.5630 11 30 0 29.57 5.989 4.938 0.6250 0.0000 0.0000 0.5549 0.5589 11 40 0 29.46 5.966 4.938 0.6250 0.0000 0.0000 0.5508 0.5547 11 50 0 29.35 5.944 4.938 0.6250 0.0000 0.0000 0.5466 0.5505 11 0 0 29.23 5.920 4.938 0.6250 0.0000 0.0000 0.5424 0.5462 12 10 0 29.11 5.896 4.937 0.6250 0.0000 0.0000 0.5380 0.5417 12 20 0 28.99 5.872 4.937 0.6250 0.0000 0.0000 0.5336 0.5372 12 30 0 28.87 5.847 4.937 0.6250 0.0000 0.0000 0.5290 0.5326 12 40 0 28.74 5.821 4.937 0.6250 0.0000 0.0000 0.5244 0.5279 12 50 0 28.61 5.795 4.937 0.6250 0.0000 0.0000 0.5197 0.5231 12 0 0 28.47 5.768 4.937 0.6250 0.0000 0.0000 0.5149 0.5182 13 10 0 28.33 5.740 4.936 0.6250 0.0000 0.0000 0.5100 0.5132 13 20 -0 28.19 5.711 4.936 0.6250 0.0000 0.0000 0.5049 0.5081 13 30 0 28.05 5.682 4.936 0.6250 0.0000 0.0000 0.4998 0.5029 13 40 0 27.89 5.651 4.936 0.6250 0.0000 0.0000 0.4944 0.4974 13 50 0 27.74 5.620 4.936 0.6250 0.0000 0.0000 0.4889 0.4918 13 0 0 27.57 5.587 4.935 0.6250 0.0000 0.0000 0.4832 0.4860 14 10 0 27.40 5.552 4.935 0.6250 0.0000 0.0000 0.4773 0.4801 14 20 0 27.23 5.517 4.935 0.6250 0.0000 0.0000 0.4713 0.4739 M:UOBSV564-014ldate%EXTRAN2KtModeN(PSWMMTARK NG%564014x3.doc 35 of 52 Printed: 10:19 AM, 08/04/00 SEAR -BROWN i14 30 0 27.04 5.480 4.935 0.6250 0.0000 0.0000 0.4650 0.4676 14 40 0 26.85 5.441 4.935 0.6250 0.0000 0.0000 0.4585 0.4610 14 50 0 26.65 5.401 4.934 0.6250 0.0000 0.0000 0.4517 0.4541 14 0 0 26.44 5.358 4.934 0.6250 0.0000 0.0000 0.4447 0.4469 ' 15 10 0 26.21 5.313 4.934 0.6250 0.0000 0.0000 0.4373 0.4395 15 20 0 25.98 5.266 4.934 0.6250 0.0000 0.0000 0.4295 0.4316 15 30 0 25.73 5.215 4.933 0.6250 0.0000 0.0000 0.4214 0.4234 15 15 40 50 0 0 25.46 25.19 5.162 5.106 4.933 4.933 0.6250 0.6250 0.0000 0.0000 0.0000 0.0000 0.4128 0.4039 0.4147 0.4057 15 0 0 24.90 5.048 4.932 0.6250 0.0000 0.0000 0.3948 0.3965 16 10 0 24.60 4.987 4.932 0.6250 0.0000 0.0000 0.3855 0.3870 16 20 0 24.28 4.924 4.932 0.6250 0.0000 0.0000 0.3758 0.3773 16 30 0 24.05 4.877 4.931 0.6250 0.0000 0.0000 0.3687 0.3700 ' 16 40 0 23.74 4.814 4.930 0.6250 0.0000 0.0000 0.3593 0.3606 16 50 0 23.38 4.742 4.930 0.6250 0.0000 0.0000 0.3486 0.3498 16 0 0 23.00 4.665 4.929 0.6250 0.0000 0.0000 0.3374 0.3385 17 17 10 20 0 0 22.59 22.16 4.583 4.497 4.929 4.928 0.6250 0.6250 0.0000 0.0000 0.0000 0.0000 0.3257 0.3136 0.3266 0.3145 17 30 0 21.73 4.409 4.928 0.6250 0.0000 0.0000 0.3016 0.3023 17 40 0 21.28 4.319 4.927 0.6250 0.0000 0.0000 0.2894 0.2900 17 50 0 20.83 4.227 4.927 0.6250 0.0000 0.0000 0.2772 0.2777 17 0 0 20.35 4.132 4.926 0.6250 0.0000 0.0000 0.2649 0.2653 ' Mean 25.23 5.10 Maximum 36.36 7.34 Minimum 0.00 0.00 Total 3.307E+05 Time History of Flow and Velocity Q(cfs), Vel(ft/s). Total(cubic feet) Time Conduit:611 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 0 ----- 0.0000 -------- 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 -------- 0.0000 --------- 0.0000 -------- 0.0000 --------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 0.0000 0.0000 9.7469E-02 9.5543E-03 0.0000 0.0000 0.0000 0.0000 1 30 0 0.0000 0.0000 0.9027 8.2873E-02 0.0000 0.0000 0.0000 0.0000 1 40 0 0.0000 0.0000 3.267 0.2529 0.0000 0.0000 0.0000 0.0000 ' 1 50 0 0.0000 0.0000 6.112 0.4073 0.0000 0.0000 0.0000 0.0000 1 0 0 0.0000 0.0000 8.723 0.5224 0.0000 0.0000 0.0000 0.0000 2 10 0 12.71 0.5105 24.89 0.7210 0.0000 0.0000 1.3469E-02 1.2474E-04 2 20 0 27.05 0.7148 37.84 0.9575 0.0000 0.0000 2.6117E-02 2.7321E-04 ' 2 30 0 30.07 0.5704 52.71 1.156 0.0000 0.0000 1.7433E-02 1.0256E-04 2 40 0 28.58 0.4291 66.60 1.306 0.0000 0.0000 1.0221E-02 3.4082E-05 2 50 0 26.36 0.3428 76.90 1.403 0.0000 0.0000 6.6573E-03 1.4727E-05 2 0 0 23.87 0.2149 13.76 1.411 0.0000 0.0000 4.6589E-03 7.5615E-06 3 10 0 20.77 0.2361 87.98 1.491 0.0000 0.0000 3.2312E-03 3.9487E-06 ' 3 20 0 17.49 0.1938 90.26 1.502 0.0000 0.0000 2.1972E-03 2.0387E-06 3 30 0 14.48 0.1592 90.97 1.498 0.0000 0.0000 1.4930E-03 1.0689E-06 3 40 0 11.85 0.1308 90.60 1.486 0.0000 0.0000 1.0136E-03 5.6616E-07 3 50 0 9.652 0.1075 89.77 1.471 0.0000 0.0000 6.8881E-04 3.0227E-07 ' 3 0 0 8.087 9.0934E-02 88.94 1.457 0.0000 0.0000 4.9471E-04 1.7701E-07 4 10 0 7.061 7.9958E-02 88.31 1.447 0.0000 0.0000 3.8356E-04 1.1740E-07 4 20 0 6.093 6.9500E-02 87.67 1.437 0.0000 0.0000 2.9060E-04 7.5052E-08 4 30 0 5.187 5.9605E-02 17.03 1.427 0.0101 0.0100 2.1434E-04 4.5964E-08 4 40 0 4.345 5.0295E-02 86.39 1.416 0.0000 0.0000 1.5305E-04 2.6724E-08 ' 4 50 0 3.565 4.1569E-02 85.77 1.406 0.0000 0.0000 1.0484E-04 1.4539E-08 4 0 0 2.433 2.8698E-02 84.79 1.390 0.0000 0.0000 5.0204E-05 4.4483E-09 5 10 0 1.268 1.5157E-02 83.68 1.370 0.0000 0.0000 1.4089E-05 5.7728E-10 5 20 0 0.6750 8.1304E-03 83.02 1.358 0.0000 0.0000 4.0699E-06 7.8638E-11 ' 5 30 0 0.2132 2.5881E-03 82.37 1.345 0.0000 0.0000 4.1422E-07 2.0156E-12 5 40 0 0.0000 0.0000 40.80 1.331 0.0000 0.0000 0.0000 0.0000 5 50 0 0.0000 0.0000 40.49 1.325 0.0000 0.0000 0.0000 0.0000 .' S 0 0 0.0000 0.0000 40.21 1.320 0.0000 0.0000 0.0101 0.0000 6 10 0 0.0000 0.0000 39.96 1.315 0.0000 0.0000 0.0000 0.0000 6 20 0 0.0000 0.0000 39.71 1.311 0.0000 0.0000 0.0000 0.0000 6 30 0 0.0000 0.0000 39.47 1.306 0.0000 0.0000 0.0000 0.0000 6 40 0 0.0000 0.0000 39.24 1.302 0.0000 0.0000 0.0000 0.0000 50 0 0.0000 0.0000 39.01 1.298 0,.0000 0.0000 0.0000 0.0000 '6 M:UOBSZU-014tdatatEXTRAN2K1ModeN(PSWMMIPARKING1564014x3.dm 36 W 52 Printed: 10:22 AM. 08/04/00 SEAR -BROWN I 6 0 0 0.0000 0.0000 7 10 0 0.0000 0.0000 7 20 0 0.0000 0.0000 7 30 0 0.0000 0.0000 7 40 0 0.0000 0.0000 7 50 0 0.0000 0.0000 7 0 0 0.0000 0.0000 8 10 0 0.0000 0.0000 8 20 0 0.0000 0.0000 8 30 0 0.0000 0.0000 8 40 0 0.0000 0.0000 8 50 0 0.0000 0.0000 8 0 0 0.0000 0.0000 9 10 0 0.0000 0.0000 9 20 0 0.0000 0.0000 9 30 0 0.0000 0.0000 9 40 0 0.0000 0.0000 9 50 0 0.0000 0.0000 9 0 0 0.0000 0.0000 10 10 0 0.0000 0.0000 10 20 0 0.0000 0.0000 10 30 0 0.0000 0.0000 10 40 0 0.0000 0.0000 10 50 0 0.0000 0.0000 10 0 0 0.0000 0.0000 11 10 0 0.0000 0.0000 11 20 0 0.0000 0.0000 11 30 0 0.0000 0.0000 11 40 0 0.0000 0.0000 11 50 0 0.0000 0.0000 11 0 0 0.0000 0.0000 12 10 0 0.0000 0.0000 12 20 0 0.0000 0.0000 12 30 0 0.0000 0.0000 12 40 0 0.0000 0.0000 12 50 0 0.0000 0.0000 12 0 0 0.0000 0.0000 13 10 0 0.0000 0.0000 13 20 0 0.0000 0.0000 13 30 0 0.0000 0.0000 13 40 0 0.0000 0.0000 13 50 0 0.0000 0.0000 13 0 0 0.0000 0.0000 14 10 0 0.0000 0.0000 14 20 0 0.0000 0.0000 14 30 0 0.0000 0.0000 14 40 0 0.0000 0.0000 14 50 0 0.0000 0.0000 14 0 0 0.0000 0.0000 15 10 0 0.0000 0.0000 15 20 0 0.0000 0.0000 15 30 0 0.0000 0.0000 15 40 0 0.0000 0.0000 15 50 0 0.0000 0.0000 15 0 0 0.0000 0.0000 16 10 0 0.0000 0.0000 16 20 0 0.0000 0.0000 16 30 0 0.0000 0.0000 16 40 0 0.0000 0.0000 16 50 0 0.0000 0.0000 16 0 0 0.0000 0.0000 17 10 0 0.0000 0.0000 17 20 0 0.0000 0.0000 17 30 0 0.0000 0.0000 17 40 0 0.0000 0.0000 17 50 0 0.0000 0.0000 17 0 0 0.0000 0.0000 Mean 2.42 0.04 Maximum 30.07 0.71 Minimum 0.00 0.00 Total 2.476E+03 38.71 1.292 0.0000 0.0000 0.0000 0.0000 38.36 1.286 0.0000 0.0000 0.0000 0.0000 37.97 1.279 0.0000 0.0000 0.0000 0.0000 37.58 1.271 0.0000 0.0000 0.0000 0.0000 37.18 1.264 0.0000 0.0000 0.0000 0.0000 36.81 1.257 0.0000 0.0000 0.0000 0.0000 36.47 1..250 0.0000 0.0000 0.0000 0.0000 36.15 1.244 0.0000 0.0000 0.0000 0.0000 35.87 1.239 0.0000 0.0000 0.0000 0.0000 35.62 1.234 0.0000 0.0000 0.0000 0.0000 35.41 1.230 0.0000 0.0000 0.0000 0.0000 35.26 1.227 0.0000 0.0000 0.0000 0.0000 35.15 1.225 0.0000 0.0000 0.0000 0.0000 35.07 1.223 0.0000 0.0000 0.0000 0.0000 35.01 1.222 0.0000 0.0000 0.0000 0.0000 34.96 1.221 0.0000 0.0000 0.0000 0.0000 34.92 1.220 0.0000 0.0000 0.0000 0.0000 34.89 1.220 0.0000 0.0000 0.0000 0.0000 34.87 1.219 0.0000 0.0000 0.0000 0.0000 34.85 1.219 0.0000 0.0000 0.0000 0.0000 34.83 1.218 0.0000 0.0000 0.0000 0.0000 34.81 1.218 0.0000 0.0000 0.0000 0.0000 34.80 1.218 0.0000 0.0000 0.0000 0.0000 34.78 1.218 0.0000 0.0000 0.0000 0.0000 34.77 1.217 0.0000 0.0000 0.0000 0.0000 34.75 1.217 0.0000 0.0000 .0.0000 0.0000 34.74 1.217 0.0000 0.0000 0.0000 0.0000 34.72 1.216 0.0000 0.0000 0.0000 0.0000 34.71 1.216 0.0000 0.0000 0.0000 0.0000 34.70 1.216 0.0000 0.0000 0.0000 0.0000 34.68 1.216 0.0000 0.0000 0.0000 0.0000 34.67 1.215 0.0000 0.0000 0.0000 0.0000 34.65 1.215 0.0000 0.0000 0.0000 0.0000 34.64 1.215 0.0000 0.0000 0.0000 0.0000 34.62 1.214 0.0000 0.0000 0.0000 0.0000 34.60 1.214 0.0000 0.0000 0.0000 0.0000 34.59 1.214 0.0000 0.0000 0.0000 0.0000 34.57 1.213 0.0000 0.0000 0.0000 0.0000 34.55 1.213 0.0000 0.0000 0.0000 0.0000 34.54 1.213 0.0000 0.0000 0.0000 0.0000 .34.52 1.212 0.0000 0.0000 0.0000 0.0000 34.50 1.212 0.0000 0.0000 0.0000 0.0000 34.48 1.212 0.0000 0,0000 0.0000 0.0000 34.46 1.211 0.0000 0.0000 0.0000 0.0000 34.44 1.211 0.0000 0.0000 0.0000 0.0000 34.42 1.210 0.0000 0.0000 0.0000 0.0000 34.39 1.210 0.0000 0.0000 0.0000 0.0000 34.37 1.209 0.0000 0.0000 0.0000 0.0000 34.34 1.209 0.0000 0.0000 0.0000 0.0000 34.32 1.208 0.0000 0.0000 0.0000 0.0000 34.29 1.208 0.0000 0.0000 0.0000 0.0000 34.26 1.207 0.0000 0.0000 0.0000 0.0000 34.23 1.207 0.0000 0.0000 0.0000 0.0000 34.20 1.206 0.0000 0.0000 0.0000 0.0000 34.17 1.206 0.0000 0.0000 0.0000 0.0000 34.14 1.205 0.0000 0.0000 0.0000 0.0000 34.10 1.204 0.0000 0.0000 0'.0000 0.0000 34.06 1.203 0.0000 0.0000 0.0000 0.0000 33.99 1.202 0.0000 0.0000 0.0000 0.0000 33.91 1.200 0.0000 0.0000 0.0000 0.0000 33.84 1.199 0.0000 0.0000 0.0000 0.0000 33.77 1.198 0.0000 0.0000 0.0000 0.0000 33.70 1.196 0.0000 0.0000 0.0000 0.0000 33.63 1.195 0.0000 0.0000 0.0000 0.0000 33.55 1.193 0.0000 0.0000 0.0000 0.0000 33.47 1.192 0.0000 0.0000 0.0000 0.0000 33.39 1.190 0.0000 0.0000 0.0000 0.0000 Time History of Flow and Velocity Q(cfs), Vel(ft/s). Total(cubic feet) M:WOBSZU-0141data%EXTRAN2K1ModeN(PSWMMtPARKINGl564014x3.dw 37 M52 Printed: 10:19 AM, 08/04/00 SEAR -BROWN Time Conduit:78 I I Hr:Mn: Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node 0 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 O.Od00 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 3.7575E-03 0.2161 1.6958E-02 1.9547E-02 0.0000 0.0000 1.2996E-05 2.5244E-03 1 20 0 39.44 3.060 12.89 1.000 0.0000 0.0000 0.1442 0.1466 1 30 0 84.92 6.600 12.87 1.000 0.0000 0.0000 0.7042 0.6490 1 40 0 134.8 10.67 12.64 1.000 0.0000 0.0000 1.757 1.775 1 50 0 109.2 8.627 12.65 1.000 0.0000 0.0000 1.152 1.159 1 0 0 97.02 7.662 12.66 1.000 0.0000 0.0000 0.9094 0.9139 2 10 0 82.09 6.482 12.66 1.000 0.0000 0.0000 0.6514 0.6536 2 20 0 65.18 5.147 12.66 1.000 0.0000 0.0000 0.4110 0.4118 2 30 0 48.10 3.799 12.66 1.000 0.0000 0.0000 0.2241 0.2242 2 40 0 31.95 2.524 12.66 1.000 0.0000 0.0000 9.8958E-02 9.8941E-02 2 50 0 27.97 2.211 12.65 1.000 0.0000 0.0000 7.5885E-02 7.5867E-02 2 0 0 21.44 1.695 12.65 1.000 0.0000 0.0000 4.4602E-02 4.4582E-02 3 10 0 19.05 1.506 12.65 1.000 0.0000 0.0000 3.5248E-02 3.5226E-02 3 20 0 14.44 1.142 12.64 1.000 0.0000 0.0000 2.0269E-02 2.0257E-02 3 30 0 12.01 0.9506 12.64 1.000 0.0000 0.0000 1.4036M2 1.4027E-02 3 40 0 8.962 0.7094 12.63 1.000 0.0000 0.0000 7.8169E-03 7.8121E-03 3 50 0 11.17 0.8842 12.63 1.000 0.0000 0.0000 1.2145E-02 1.2137E-02 3 0 0 9.068 0.7182 12.63 1.000 0.0000 0.0000 8.0120E-03 8.0062E-03 4 10 0 8.375 0.6634 12.62 1.000 0.0000 0.0000 6.8360E-03 6.8315E-03 4 20 0 7.759 0.6148 12.62 1.000 0.0000 0.0000 5.8707E-03 5.8668E-03 4 30 0 7.301 0.5786 12.62 1.000 0.0000 0.0000 5.1997E-03 5.1962E-03 4 40 0 6.878 0.5451 12.62 1.000 0.0000 0.0000 4.6154E-03 4.6123E-03 4 50 0 6.498 0.5150 12.62 1.000 0.0000 0.0000 4.1205E-03 4.1177E-03 4 0 0 5.769 0.4574 12.61 1.000 0.0000 0.0000 3.2496E-03 3.2474E-03 5 10 0 5.364 0.4254 12.61 1.000 0.0000 0.0000 2.8108E-03 2.8088E-03 5 20 0 4.493 0.3564 12.61 1.000 0.0000 0.0000 1.9731E-03 1.9718E-03 5 30 0 6.830 0.5419 12.60 1.000 0.0000 0.0000 4.5608E-03 4.5578E-03 5 40 0 4.363 0.3462 12.60 1.000 0.0000 0.0000 1.8622E-03 1.8609E-03 5 50 0 6.809 0.5405 12.60 1.000 0.0000 0.0000 4.5378E-03 4.5347E-03 5 0 0 2.167 0.1721 12.60 1.000 0.0000 0.0000 4.5999E-04 4.5968E-04 6 10 0 3.942 0.3130 12.59 1.000 0.0000 0.0000 1.5217E-03 1.5207E-03 6 20 0 4.394 0.3491 12.59 1.000 0.0000 0.0000 1.8926E-03 1.8913E-03 6 30 0 3.195 0.2516 12.70 1.000 0.0000 0.0000 9.6620E-04 9.9983E-04 6 40 0 1.816 0.1412 12.87 1.000 0.0000 0.0000 2.9612E-04 3.2302E-04 6 50 0 5.036 0.3884 12.96 1.000 0.0000 0.0000 2.2999E-03 2.3865E-03 6 0 0 7.069 0.5398 13.10 1.000 0.0000 0.0000 4.4825E-03 4.5666E-03 7 10 0 4.809 0.3659 13.14 1.000 0.0000 0.0000 2.0771E-03 2.0800E-03 7 20 0 3.698 0.2813 13.15 1.000 0.0000 0.0000 1.2331E-03 1.2240E-03 7 30 0 1.347 0.1026 13.12 1.000 0.0000 0.0000 1.6474E-04 1.6249E-04 7 40 0 2.221 0.1700 13.07 1.000 0.0000 0.0000 4.5446E-04 4.4266E-04 7 50 0 2.120 0.1627 13.03 1.000 0.0000 0.0000 4.1816E-04 4.0441E-04 7 0 0 1.650 0.1270 13.00 1.000 0.0000 0.0000 2.5499E-04 2.4571E-04 8 10 0 1.448 0.1117 12.98 1.000 0.0000 0.0000 1.9745E-04 1.8980E-04 8 20 0 1.233 9.5152E-02 12.97 1.000 0.0000 0.0000 1.4340E-04 1.3781E-04 8 30 0 1.101 8.4999E-02 12.96 1.000 0.0000 0.0000 1.1446E-04 1.0994E-04 8 40 0 0.9448 7.2999E-02 12.95 1.000 0.0000 0.0000 8.4418E-05 8.1091E-05 8 50 0 0.8177 6.3198E-02 12.95 1.000 0.0000 0.0000 6.3255E-05 6.0793E-05 8 0 0 0.6434 4.9740E-02 12.94 1.000 0.0000 0.0000 3.9179E-05 3.7664E-05 9 10 0 0.4621 3.5731E-02 12.94 1.000 0.0000 0.0000 2.0216E-05 1.9437E-05 9 20 0 0.2689 2.0795E-02 12.94 1.000 0.0000 0.0000 6.8472E-06 6.5836E-06 9 30 0 5.8797E-02 4.5487E-03 12.93 1.000 0.0000 0.0000 3.2768E-07 3.1495E-07 9 40 0-0.1349 -1.0446E-02 12.93 1.000 0.0000 0.0000 1.7286E-06 1.6605E-06 9 50 0-0.3122 -2.4178E-02 12.92 1.000 0.0000 0.0000 9.2642E-06 8.8920E-06 9 0 0-0.4165 -3.2271E-02 12.91 1.000 0.0000 0.0000 1.6513E-05 1.5832E-05 10 10 0-0.4586 -3.5599E-02 12.91 1.000 0.0000 0.0000 2.0111E-05 1.9250E-05 10 20 0-0.4277 -3.3180E-02 12.90 1.000 0.0000 0.0000 1.7481E-05 1.6714E-05 10 30 0-0.3036 -2.3561E-02 12.89 1.000 0.0000 0.0000 8.8183E-06 8.4232E-06 10 40 0-0.1507 -1.1705E-02 12.89 1.000 0.0000 0.0000 2.1775E-06 2.0782E-06 10 50 0 1.9940E-02 1.5465E-03 12.88 1.000 0.0000 0.0000 3.8018E-08 3.6272E-08 10 0 0 0.1970 1.5309E-02 12.88 1.000 0.0000 0.0000 3.7251E-06 3.5543E-06 11 10 0 0.3274 2.5446E-02 12.87 1.000 0.0000 0.0000 1.0289E-05 9.8214E-06 11 20 0 0.3724 2.8942E-02 12.87 1.000 0.0000 0.0000 1.3307E-05 1.2709E-05 11 30 0 0.3292 2.5593E-02 12.87 1.000 0.0000 0.0000 1.0402E-05 9.9419E-06 11 40 0 0.2076 1.6139E-02 12.87 1.000 0.0000 0.0000 4.1357E-06 3.9542E-06 11 50 0 3.8924E-02 3.0264E-03 12.86 1.000 0.0000 0.0000 1.4544E-07 1.3905E-07 11 0 0-0.1155 -8.9889E-03 12.86 1.000 0.0000 0.0000 1.2833E-06 1.2263E-06 12 10 0-0.2296 -1.7882E-02 12.85 1.000 0.0000 0.0000 5.0811E-06 4.8507E-06 12 20 0-0.2444 -1.9041E-02 12.84 1.000 0.0000 0.0000 5.7643E-06 5.4965E-06 12 30 0-0.1737 -1.3542E-02 12.83 1.000 0.0000 0.0000 2.9171E-06 2.7786E-06 12 40 0-3.2156E-02-2.5097E-03 12.82 1.000 0.0000 0.0000 1.0023E-07 9.5403E-08 M:UOBS\.564-0141data\EXTRAN2K\ModeKXPSWMWPARKINGl564014x3.doc 38 of 52 Printed: 10:22 AM, 08/04/00 11 12 50 0 0.1221 9.5267E-03 12.82 1.000 0.0000 0.0000 1.4444E-06 1.3746E-06 12 0 0 0.2422 1.8916E-02 12.81 1.000 0.0000 0.0000 5.6932E-06 5.4203E-06 13 10 0 0.2508 1.9593E-02 12.81 1.000 0.0000 0.0000 6.1067E-06 5.8171E-06 13 20 0 0.1463 1.1431E-02 12.80 1.000 0.0000 0.0000 2.0781E-06 1.9804E-06 13 30 0-2.0008E-02-1.5661E-03 12.80 1.000 0.0000 0.0000 3.9011E-08 3.7172E-08 13 40 0-0.1522 -1.1912E-02 12.79 1.000 0.0000 0.0000 2.2579E-06 2.1498E-06 13 50 0-0.1877 -1.4678E-02 12.78 1.000 0.0000 0.0000 3.4298E-06 3.2624E-06 13 0 0-0.1471 -1.1529E-02 12.77 1.000 0.0000 0.0000 2.1168E-06 2.0117E-06 14 10 0-7.2445E-02-5.6818E-03 12.76 1.000 0.0000 0.0000 5.1430E-07 4.8844E-07 14 20 0 3.5665E-02 2.7977E-03 12.75 1.000 0.0000 0.0000 1.2472E-07 1.1840E-07 14 30 0 0.1415 1.1110E-02 12.74 1.000 0.0000 0.0000 1.9669E-06 1.8671E-06 14 40 0 0.2133 1.6763E-02 12.73 1.000 0.0000 0.0000 4.4771E-06 4.2509E-06 14 50 0 0.2197 1.7274E-02 12.73 1.001 0.0000 0.0000 4.7529E-06 4.5153E-06 14 0 0 0.1491 1.1731E-02 12.72 1.003 0.0000 0.0000 2.1911E-06 2.0831E-06 15 10 0 2.4303E-02 1.9121E-03 12.71 1.006 0.0000 0.0000 5.8204E-08 5.5362E-08 15 20 0-9.7435E-02-7.6774E-03 12.70 1.010 0.0000 0.0000 9.3824E-07 8.9258E-07 15 30 0-0.1467 -1.1571E-02 12.69 1.014 0.0000 0.0000 2.1314E-06 2.0276E-06 15 40 0-9.6247E-02-7.5980E-03 12.68 1.019 0.0000 0.0000 9.1895E-07 8.7419E-07 15 50 0 2.7244E-02 2.1512E-03 12.66 1.023 0.0000 0.0000 7.3650E-08 7.0085E-08 15 0 0 0.1457 1.1519E-02 12.65 1.027 0.0000 0.0000 2.1108E-06 2.0102E-06 16 10 0 0.1815 1.4364E-02 12.64 1.030 0.0000 0.0000 3.2809E-06 3.1279E-06 16 20 0 0.1100 8.7142E-03 12.63 1.034 0.0000 0.0000 1.2068E-06 1.1518E-06 16 30 0 0.5318 4.2235E-02 12.59 1.043 0.0000 0.0000 2.8293E-05 2.7111E-05 16 40 0 4.0515E-02 3.2290E-03 12.55 1.060 0.0000 0.0000 1.6539E-07 1.5844E-07 16 50 0 4.0964E-02 3.2695E-03 12.53 1.066 0.0000 0.0000 1.6948E-07 1.6254E-07 16 0 0 4.3198E-02 3.4553E-03 12.50 1.068 0.0000 0.0000 1.8938E-07 1.8145E-07 17 10 0 4.5867E-02 3.6774E-03 12.47 1.071 0.0000 0.0000 2.1461E-07 2.0542E-07 17 20 0 4.7157E-02 3.7901E-03 12.44 1.073 0.0000 0.0000 2.2808E-07 2.1810E-07 17 30 0 4.8591E-02 3.9147E-03 12.41 1.080 0.0000 0.0000 2.4353E-07 2.3245E-07 17 40 0 5.0119E-02 4.0469E-03 12.38 1.090 0.0000 0.0000 2.6060E-07 2.4809E-07 17 50 0 5.1862E-02 4.1974E-03 12.36 1.101 0.0000 0.0000 2.8072E-07 2.6651E-07 17 0 0 5.3924E-02 4.3748E-03 12.33 1.112 0.0000 0.0000 3.0539E-07 2.8910E-07 Mean 8.69 0.69 Maximum 134.79 10.67 Minimum -0.46 -0.04 Total 4.448E+04 Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:89 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node - 0 10 - 0 ----- 0.0000 -------- 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 -------- 0.0000 --------- 0.0000 -------- 0.0000 --------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 5.6326E-02 0.7704 7.2563E-02 5.0851E-02 0.0000 0.0000 1.7530E-03 2.2542E-02 1 20 0 31.92 2.671 11.95 1.108 0.0000 0.0000 0.1299 9.3180E-02 1 30 0 61.91 4.912 12.60 1.000 0.0000 0.0000 0.3748 0.3746 1 40 0 104.8 8.264 12.69 1.000 0.0000 0.0000 1.058 1.063 1 50 0 98.22 7.742 12.69 1.000 0.0000 0.0000 0.9288 0.9325 1 0 0 89.86 7.084 12.69 1.000 0.0000 0.0000 0.7781 0.7802 2 10 0 77.28 6.096 12.68 1.000 0.0000 0.0000 0.5768 0.5773 2 20 0 62.01 4.896 12.67 1.000 0.0000 0.0000 0.3723 0.3720 2 30 0 45.83 3.621 12.65 1.000 0.0000 0.0000 0.2039 0.2034 2 40 0 30.27 2.393 12.65 1.000 . 0.0000 0.0000 8.9039E-02 8.8818E-02 2 50 0 26.31 2.081 12.64 1.000 0.0000 0.0000 6.7392E-02 6.7154E-02 2 0 0 20.29 1.606 12.64 1.000 0.0000 0.0000 4.0101E-02 3.9955E-02 3 10 0 17.79 1.408 12.63 1.000 0.0000 0.0000 3.0856E-02 3.0746E-02 3 20 0 14.34 1.135 12.63 1.000 0.0000 0.0000 2.0059E-02 1.9982E-02 3 30 0 11.91 0.9438 12.62 1.000 0.0000 0.0000 1.3860E-02 1.3805E-02 3 40 0 9.048 0.7170 12.62 1.000 0.0000 0.0000 7.9978E-03 7.9677E-03 3 50 0 11.12 0.8815 12.62 1.000 0.0000 0.0000 1.2084E-02 1.2047E-02 3 0 0 9.139 0.7247 12.61 1.000 0.0000 0.0000 8.1703E-03 8.1386E-03 4 10 0 8.298 0.6580 12.61 1.000 0.0000 0.0000 6.7372E-03 6.7105E-03 4 20 0 7.745 0.6143 12.61 1.000 0.0000 0.0000 5.8718E-03 5.8485E-03 4 30 0 7.273 0.5770 12.60 1.000 0.0000 0.0000 5.1796E-03 5.1590E-03 4 40 0 6.850 0.5435 12.60 1.000 0.0000 0.0000 4.5958E-03 4.5774E-03 4 50 0 6.482 0.5144 12.60 1.000 0.0000 0.0000 4.1175E-03 4.1010E-03 4 0 0 5.743 0.4539 12.65 1.000 0.0000 0.0000 3.1779E-03 3.2211E-03 5 10 0 5.328 0.4143 12.86 1.000 0.0000 0.0000 2.5617E-03 2.7718E-03 M:UOBS\564-014\data\EXTRAN2K\ModehXPSWMMWARKING\564014x3.doc 39 W 52 Printed: 10:19 AM, Oa/04/00 SEAR -BROWN 11 5 20 0 4.472 0.3470 12.89 1.000 0.0000 0.0000 1.7885E-03 1.9524E-03 5 30 0 6.767 0.5252 12.88 1.000 0.0000 0.0000 4.1009E-03 4.4710E-03 5 40 0 4.277 0.3333 12.84 1.000 0.0000 0.0000 1.6615E-03 1.7888E-03 5 50 0 6.461 0.5065 12.76 1.000 0.0000 0.0000 3.8846E-03 4.0840E-03 5 0 0 2.037 0.1613 12.62 1.000 0.0000 0.0000 4.0209E-04 4.0605E-04 6 10 0 3.942 0.3147 12.53 1.040 0.0000 0.0000 1.5530E-03 1.5224E-03 6 20 0 4.332 0.3485 12.43 1.076 0.0000 0.0000 1.9345E-03 1.8382E-03 6 30 0 3.155 0.2544 12.40 1.092 0.0000 0.0000 1.0708E-03 9.4070E-04 6 40 0 1.752 0.1433 12.23 1.107 0.0000 0.0000 3.6825E-04 2.7269E-04 6 50 0 5.758 0.4738 12.15 1.108 0.0000 0.0000 4.0396E-03 2.9721E-03 6 0 0 6.134 0.5047 12.16 1.108 0.0000 0.0000 4.6336E-03 3.3300E-03 7 10 0 4.054 0.3370 12.03 1.108 0.0000 0.0000 2.1066E-03 1.4512E-03 7 20 0 1.655 0.1386 11.94 1.108 0.0000 0.0000 3.6042E-04 2.4233E-04 7 30 0 1.226 0.1035 11.85 1.107 0.0000 0.0000 2.0256E-04 1.3358E-04 7 40 0 1.523 0.1312 11.61 1.105 0.0000 0.0000 3.3425E-04 2.0765E-04 7 50 0 1.138 9.9411E-02 11.44 1.101 0.0000 0.0000 1.9554E-04 1.1646E-04 7 0 0 1.104 9.7386E-02 11.36 1.099 0.0000 0.0000 1.8942E-04 1.1041E-04 8 10 0 0.8806 7.7899E-02 11.31 1.098 0.0000 0.0000 1.2158E-04 7.0359E-05 8 20 0 0.8092 7.1747E-02 11.29 1.098 0.0000 0.0000 1.0338E-04 5.9494E-05 8 30 0 0.6628 5.8851E-02 11.27 1.098 0.0000 0.0000 6.9608E-05 3.9993E-05 8 40 0 0.5979 5.3103E-02 11.27 1.097 0.0000 0.0000 5.6676E-05 3.2560E-05 8 50 0 0.5000 4.4396E-02 11.27 1.097 0.0000 0.0000 3.9600E-05 2.2768E-05 8 0 0 0.4105 3.6461E-02 11.27 1.098 0.0000 0.0000 2.6700E-05 1.5365E-05 9 10 0 0.2826 2.5112E-02 11.27 1.097 0.0000 0.0000 1.2663E-05 7.2898E-06 9 20 0 0.1712 1.5216E-02 11.26 1.097 0.0000 0.0000 4.6511E-06 2.6747E-06 9 30 0 3.7164E-02 3.2919E-03 11.25 1.097 0.0000 0.0000 2.1784E-07 1.2508E-07 9 40 0-7.3581E-02-6.5497E-03 11.24 1.097 0.0000 0.0000 8.6347E-07 4.9435E-07 9 50 0-0.1680 -1.4972E-02 11.22 1.096 0.0000 0.0000 4.5215E-06 2.5760E-06 9 0 0-0.2628 -2.3478E-02 11.20 1.096 0.0000 0.0000 1.1148E-05 6.3122E-06 10 10 0-0.2883 -2.5988E-02 11.17 1.095 0.0000 0.0000 1.3695E-05 7.7071E-06 10 20 0-0.2427 -2.1781E-02 11.15 1.094 0.0000 0.0000 9.6462E-06 5.3934E-06 10 30 0-0.1839 -1.6534E-02 11.12 1.094 0.0000 0.0000 5.5721E-06 3.0981E-06 10 40 0-9.0739E-02-8.1760E-03 11.11 1.053 0.0000 0.0000 1.3646E-06 7.5601E-07 10 50 0 3.2075E-02 2.8987E-03 11.10 1.093 0.0000 0.0000 1.7170E-07 9.4893E-08 10 0 0 0.1233 1.1118E-02 11.09 1.093 0.0000 0.0000 2.5265E-06 1.3953E-06 11 10 0 0.2017 1.8184E-02 11.09 1.093 0.0000 0.0000 6.7551E-06 3.7359E-06 11 20 0 0.2368 2.1359E-02 11.10 1.093 0.0000 0.0000 9.3115E-06 5.1604E-06 11 30 0 0.2136 1.9242E-02 11.10 1.094 0.0000 0.0000 7.5512E-06 4.1926E-06 11 40 0 0.1327 1.1958E-02 11.10 1.094 0.0000 0.0000 2.9154E-06 1.6201E-06 11 50 0 3.0011E-02 2.7100E-03 11.10 1.093 0.0000 0.0000 1.4980E-07 8.3148E-08 11 0 0-6.5859E-02-5.9476E-03 11.08 1.093 0.0000 0.0000 7.2254E-07 3.9974E-07 12 10 0-0.1337 -1.2096E-02 11.06 1.092 0.0000 0.0000 2.9955E-06 1.6482E-06 12 20 0-0.1507 -1.3659E-02 11.04 1.092 0.0000 0.0000 3.8299E-06 2.0945E-06 12 30 0-0.1050 -9.5421E-03 11.01 1.091 0.0000 0.0000 1.8735E-06 1.0188E-06 12 40 0-1.4610E-02-1.3287E-03 10.99 1.091 0.0000 0.0000 3.6394E-08 1.9707E-08 12 50 0 8.0861E-02 7.3663E-03 10.98 1.091 0.0000 0.0000 1.1195E-06 6.0495E-07 12 0 0 0.1447 1.3182E-02 10.98 1.091 0.0000 0.0000 3.5846E-06 1.9375E-06 13 10 0 0.1531 1.3954E-02 10.98 1.091 0.0000 0.0000 4.0145E-06 2.1730E-06 13 20 0 9.7558E-02 8.8922E-03 10.98 1.091 0.0000 0.0000 1.6299E-06 8.8258E-07 13 30 0-1.1341E-03-1.0326E-04 10.97 1.090 0.0000 0.0000 2.2002E-10 1.1887E-10 13 40 0-8.3216E-02-7.6054E-03 10.95 1.090 0.0000 0.0000 1.1961E-06 6.4287E-07 13 50 0-0.1067 -9.7112E-03 10.92 1.089 0.0000 0.0000 1.9555E-06 1.0442E-06 13 0 0-9.0304E-02-8.2931E-03 10.90 1.089 0.0000 0.0000 1.4293E-06 7.5916E-07 14 10 0-3.9475E-02-3.6324E-03 10.88 1.088 0.0000 0.0000 2.7477E-07 1.4523E-07 14 20 0 2.5846E-02 2.3809E-03 10.86 1.088 0.0000 0.0000 1.1824E-07 6.2249E-08 14 30 0 8.8865E-02 8.1984E-03 10.84 1.087 0.0000 0.0000 1.4036E-06 7.3697E-07 14 40 0 0.1303 1.2036E-02 10.84 1.087 0.0000 0.0000 3.0269E-06 1.5870E-06 14 50 0 0.1328 1.2270E-02 10.83 1.088 0.0000 0.0000 3.1477E-06 1.6484E-06 14 0 0 9.0023E-02 8.3243E-03 10.82 1.090 0.0000 0.0000 1.4499E-06 7.5776E-07 15 10 0 1.5207E-02 1.4068E-03 10.80 1.092 0.0000 0.0000 4.1478E-08 2.1593E-08 15 20 0-5.7721E-02-5.3588E-03 10.78 1.095 0.0000 0.0000 6.0358E-07 3.1207E-07 15 30 0-8.9311E-02-8.3145E-03 10.75 1.098 0.0000 0.0000 1.4586E-06 7.4727E-07 15 40 0-5.7389E-02-5.3587E-03 10.72 1.102 0.0000 0.0000 6.0826E-07 3.0869E-07 15 50 0 2.0065E-02 1.8771E-03 10.69 1.105 0.0000 0.0000 7.4880E-08 3.7706E-08 15 0 0 8.8755E-02 8.3205E-03 10.67 1.108 0.0000 0.0000 1.4744E-06 7.3857E-07 16 10 0 0.1093 1.0258E-02 10.66 1.110 0.0000 0.0000 2.2443E-06 1.1202E-06 16 20 0 6.5754E-02 6.1826E-03 10.64 1.113 0.0000 0.0000 8.1686E-07 4.0582E-07 16 30 0 8.8897E-02 8.3889E-03 10.60 1.121 0.0000 0.0000 1.5097E-06 7.4304E-07 16 40 0 2.2999E-02 2.1939E-03 10.48 1.133 0.0000 0.0000 1.0484E-07 4.9717E-08 16 50 0 2.5138E-02 2.4068E-03 10.44 1.138 0.0000 0.0000 1.2672E-07 5.9455E-08 16 0 0 2.6003E-02 2.5004E-03 10.40 1.139 0.0000 0.0000 1.3732E-07 6.3805E-08 17 10 0 2.7048E-02 2.6132E-03 10.35 1.139 0.0000 0.0000 1.5062E-07 6.9259E-08 17 20 0 2.7417E-02 2.6620E-03 10.30 1.140 0.0000 0.0000 1.5701E-07 7.1394E-08 17 30 0 2.7847E-02 2.7178E-03 10.25 1.141 0.0000 0.0000 1.6443E-07 7.3903E-08 17 40 0 2.8309E-02 2.7777E-03 10.19 1.141 0.0000 0.0000 1.7258E-07 7.6634E-08 17 50 0 2.8854E-02 2.8470E-03 10.14 1.142 0.0000 0.0000 1.8222E-07 7.9894E-08 17 0 0 2.9449E-02 2.9226E-03 10.08 1.143 0.0000 0.0000 1.9305E-07 8.3519E-08 Mean 7.72 0.62 Maximum 104.84 8.26 Minimum -0.29 -0.03 M:UOBS\564-014WatatEXTRAN2K\Model\XPSWMWARKING4564014x3.doc 40 of 52 Printed: 10:22 AM, 08/04/00 SEAR -BROWN Total 4.017E+04 Time History of Flow and Velocity ' Q(cfs). Vel(ft/s). Total(cubic feet) LJ 11 r� Time Conduit:1011 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node ........ 0 10 0 ----- 0.0000 -------- 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 -------- 0.0000 --------- 0.0000 -------- 0.0000 --------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.2003E-03 8.3068E-03 0.0000 0.0000 0.0000 0.0000 1 20 0 26.14 8.994 2.906 0.4845 0.0000 0.0000 3.638 0.1116 1 30 0 39.96 10.85 3.683 0.6223 0.0000 0.0000 3.299 0.7879 1 40 0 61.06 12.35 4.946 0.6250 0.0000 0.0000 2.373 2.360 1 50 0 63.65 12.84 4.958 0.6250 0.0000 0.0000 2.558 2.559 1 0 0 64.38 12.97 4.964 0.6250 0.0000 0.0000 2.609 2.614 2 10 0 64.60 13.00 4.969 0.6250 0.0000 0.0000 2.622 2.628 2 20 0 63.92 12.85 4.974 0.6250 0.0000 0.0000 2.564 2.565 2 30 0 62.76 12.61 4.978 0.6250 0.0000 0.0000 2.471 2.465 2 40 0 61.49 12.34 4.981 0.6250 0.0000 0.0000 2.373 2.359 2 50 0 60.45 12.13 4.983 0.6250 0.0000 0.0000 2.295 2.276 2 0 0 59.65 11.97 4.983 0.6250 0.0000 0.0000 2.236 2.214 3 10 0 58.97 11.83 4.983 0.6250 0.0000 0.0000 2.188 2.162 3 20 0 58.34 11.71 4.982 0.6250 0.0000 0.0000 2.143 2.115 3 30 0 57.75 11.59 4.981 0.6250 0.0000 0.0000 2.102 2.072 3 40 0 57.19 11.49 4.980 0.6250 0.0000 0.0000 2.065 2.032 3 50 0 56.77 11.40 4.978 0.6250 0.0000 0.0000 2.036 2.002 3 0 0 56.43 11.34 4.977 0.6250 0.0000 0.0000 2.014 1.979 4 10 0 56.20 11.29 4.976 0.6250 0.0000 0.0000 1.998 1.963 4 20 0 55.97 11.25 4.975 0.6250 0.0000 0.0000 1.983 1.947 4 30 0 55.74 11.20 4.975 0.6250 0.0000 0.0000 1.968 1.931 4 40 0 55.51 11.16 4.974 0.6250 0.0000 0.0000 1.953 1.915 4 50 0 55.29 11.12 4.973 0.6250 0.0000 0.0000 1.938 1.900 4 0 0 54.92 11.05 4.972 0.6250 0.0000 0.0000 1.915 1.876 5 10 0 54.50 10.97 4.970 0.6250 0.0000 0.0000 1.887. 1.847 5 20 0 54.24 10.91 4.969 0.6250 0.0000 0.0000 1.870 1.829 5 30 0 53.99 10.87 4.969 0.6250 0.0000 0.0000 1.854 1.813 5 40 0 53.66 10.80 4.968 0.6250 0.0000 0.0000 1.833 1.791 5 50 0 53.25 10.72 4.966 0.6250 0.0000 0.0000 1.807 1.764 5 0 0 52.88 10.65 4.965 0.6250 0.0000 0.0000 1.783 1.740 6 10 0 52.34 10.54 4.964 0.6250 0.0000 0.0000 1.749 1.704 6 20 0 51.70 10.42 4.962 0.6250 0.0000 0.0000 1.709 1.663 6 30 0 50.36 10.16 4.958 0.6250 0.0000 0.0000 1.626 1.578 6 40 0 49.56 9.790 5.063 0.6250 0.0000 0.0000 1.448 1.528 6 50 0 46.47 10.05 4.624 0.6927 0.0000 0.0000 1.830 1.327 6 0 0 43.24 9.860 4.385 0.6854 0.0000 0.0000 1.958 1.119 7 10 0 40.15 9.628 4.170 0.6711 0.0000 0.0000 2.065 0.9267 7 20 0 37.79 9.428 4.009 0.6567 0,0000 0.0000 2.142 0.7850 7 30 0 36.03 9.267 3.888 0.6442 0.0000 0.0000 2.199 0.6832 7 40 0 34.67 9.136 3.795 0.6335 0.0000 0.0000 2.243 0.6069 7 50 0 33.70 9.039 3.728 0.6252 0.0000 0.0000 2.275 0.5540 7 0 0 33.00 8,971 3.679 0.6190 0.0000 0.0000 2.301 0.5165 8 10 0 32.49 8.920 3.643 0.6142 0.0000 0.0000 2.320 0.4897 8 20 0 32.12 8.883 3.616 0.6105 0.0000 0.0000 2.335 0.4702 8 30 0 31.84 8.856 3.596 0.6077 0.0000 0.0000 2.347 0.4557 8 40 0 31.64 8.836 3.580 0.6055 0.0000 0.0000 2.357 0.4449 8 50 0 31.47 8.820 3.568 0.6038 0.0000 0.0000 2.364 0.4365 8 0 0 31.34 8.807 3.559 0.6025 0.0000 0.0000 2.370 0.4298 9 10 0 31.23 8.796 3.550 0.6013 0.0000 0.0000 2.374 0.4240 9 20 0 31.13 8.785 3.543 0.6003 0.0000 0.0000 2.378 0.4189 9 30 0 31.03 8.775 3.536 0.5994 0.0000 0.0000 2.382 0.4143 9 40 0 30.94 8.765 3.530 0.5985 0.0000 0.0000 2.384 0.4099 9 50 0 30.86 8.755 3.525 0.5976 0.0000 0.0000 2.387 0.4058 9 0 0 30.77 8.745 3.519 0.5967 0.0000 0.0000 2.389 0.4017 10 10 0 30.69 8.735 3.513 0.5958 0.0000 0.0000 2.391 0.3978 10 20 0 30.60 8.724 3.508 0.5950 0.0000 0.0000 2.393 0.3937 10 30 0 30.52 8.714 3.502 0.5941 0.0000 0.0000 2.395 0.3895 10 40 0 30.42 8.703 3.496 0.5932 0.0000 0.0000 2.397 0.3853 10 50 0 30.33 8.691 3.490 0.5922 0.0000 0.0000 2.399 0.3809 10 0 0 30.24 8.679 3.484 0.5912 0.0000 0.0000 2.401 0.3764 M:UOBS\564.0141dataWXTRAN2K\ModeN(PSWMM\PARKINGt564014x3.doc 41 of 52 Printed: 10:19 AM, 08/04/00 SEAR -BROWN I 7 11 1 11 10 0 30.14 8.667 3.477 0.5902 0.0000 0.0000 2.403 0.3718 11 20 0 30.04 8.655 3.470 0.5892 0.0000 0.0000 2.406 0.3672 11 30 0 29.93 8.642 3.464 0.5882 0.0000 0.6000 2.408 0.3624 11 40 0 29.83 8.629 3.457 0.5871 0.0000 0.0000 2.410 0.3577 11 50 0 29.73 8.616 3.450 0.5860 0.0000 0.0000 2.413 0.3529 11 0 0 29.62 8.603 3.443 0.5850 0.0000 0.0000 2.415 0.3481 12 10 0 29.51 8.590 3.436 0.5839 0.0000 0.0000 2.418 0.3432 12 20 0 29.40 8.576 3.428 0.5827 0.0000 0.0000 2.420 0.3383 12 30 0 29.29 8.562 3.421 0.5816 0.0000 0.0000 2.423 0.3332 12 40 0 29.17 8.547 3.413 0.5803 0.0000 0.0000 2.425 0.3279 12 50 0 29.05 8.531 3.405 0.5790 0.0000 0.0000 2.428 0.3226 12 0 0 28.92 8.514 3.397 0.5776 0.0000 0.0000 2.430 0.3171 13 10 0 28.79 8.497 3.389 0.5762 0,0000 0.0000 2.432 0.3115 13 20 0 28.66 8.480 3.380 0.5748 0.0000 0.0000 2.434 0.3059 13 30 0 28.53 8.462 3.371 0.5733 0.0000 0.0000 2.437 0.3002 13 40 0 28.39 8.444 3.362 0.5718 0.0000 0.0000 2.439 0.2945 13 50 0 28.25 8.426 3.353 0.5703 0.0000 0.0000 2.442 0.2886 13 0 0 28.11 8.406 3.344 0.5687 0.0000 0.0000 2.444 0.2825 14 10 0 27.96 8.386 3.334 0.5670 0.0000 0.0000 2.447 0.2763 14 20 0 27.80 8.365 3.324 0.5652 0.0000 0.0000 2.450 0.2698 14 30 0 27.64 8.343 3.313 0.5634 0.0000 0.0000 2.453 0.2631 14 40 0 27.47 8.320 3.301 0.5615 0.0000 0.0000 2.456 0.2563 14 50 0 27.29 8.296 3.290 0.5595 0.0000 0.0000 2.460 0.2492 14 0 0 27.11 8.270 3.278 0.5573 0.0000 0.0000 2.462 0.2420 15 10 0 26.92 8.242 3.266 0.5550 0.0000 0.0000 2.464 0.2347 15 20 0 26.72 8.214 3.253 0.5526 0,0000 0.0000 2.466 0.2272 15 30 0 26.51 8.184 3.239 0.5501 0.0000 0.0000 2.469 0.2194 15 40 0 26.29 8.152 3.225 0.5474 0.0000 0.0000 2.471 0.2112 15 50 0 26.05 8.118 3.210 0.5445 0.0000 0.0006 2.474 0.2027 15 0 0 25.81 8.082 3,193 0.5415 0.0000 0.0000 2.477 0.1938 16 10 0 25.55 8.044 3.176 0.5383 0.0000 0.0000 2.480 0.1847 16 20 0 25.28 8.003 3.159 0.5349 0.0000 0.0000 2.482 0.1756 16 30 0 24.54 7.890 3.111 0.5250 0.0000 0.0000 2.488 0.1513 16 40 0 23.79 7.768 3.063 0.5153 0.0000 0.0000 2.487 0.1288 16 50 0 23.44 7.709 3.040 0.5103 0.0000 0.0000 2.487 0.1186 16 0 0 23.06 7.646 3.016 0.5048 0.0000 0.0000 2.485 0.1082 17 10 0 22.65 7.577 2.990 0.4990 0.0000 0.0000 2.483 9.7645E-02 17 20 0 22.23 7.504 2.962 0.4928 0.0000 0.0000 2.481 8.7072E-02 17 30 0 21.80 7.427 2.935 0.4862 0.0000 0.0000 2.476 7.6966E-02 17 40 0 21.35 7.345 2.907 0.4792 0.0000 0.0000 2.468 6.7378E-02 17 50 0 20.90 7.260 2.879 0.4720 0.0000 0.0000 2.460 5.8150E-02 17 0 0 20.43 7.172 2.849 0.4644 0.0000 0.0000 2.450 4.9301E-02 Mean 35.39 8.82 Maximum 64.60 13.00 Minimum 0.00 0.00 Total 5.716E+05 Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:1415 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 ----- 0 0.5699 -------- 0.2383 -------- 2.391 -------- 0.5031 -------- 0.0000 --------- -------- 0.0000 1.5479E-03 --------- 4.0195E-04 0 20 0 0.3442 0.1394 2.470 0.5147 0.0000 0.0000 4.9614E-04 1.5519E-04 0 30 0 3.8188E-02 1.5401E-02 2.483 0.5166 0.0000 0.0000 5.9952E-06 1.9313E-06 0 40 0-0.1314 -5.3339E-02 2.466 0.5141 0.0000 0.0000 7.2946E-05 2.2587E-05 0 50 0-0.1283 -5.2577E-02 2.444 0.5109 0.0000 0.0000 7.2144E-05 2.1248E-05 0 0 0-2.7873E-02-1.1463E-02 2.435 0.5096 0.0000 0.0000 3.4549E-06 9.9616E-07 1 10 0 5.9476E-02 2.4416E-02 2.440 0.5104 0.0000 0.0000 1.5604E-05 4.5574E-06 1 20 0 6.027 2.162 2.787 0.5480 0.0000 0.0000 9.3783E-02 5.4103E-02 1 30 0 6.976 2.443 2.856 0.5520 0.0000 0.0000 0.1140 7.3496E-02 1 40 0 8.949 2.967 3.017 0.5525 0.0000 0.0000 0.1507 0.1233 1 50 0 10.98 3.458 3.177 0.5000 0.0000 0.0000 0.1847 0.1866 1 0 0 12.36 3.825 3.230 0.5000 0.0000 0.0000 0.2185 0.2360 2 10 0 13.60 4.308 3.158 0.5000 0.0000 0.0000 0.2901 0.2863 2 20 0 15.79 4.995 3.161 0.5000 0.0000 0.0000 0.3894 0.3856 2 30 0 17.58 5.557 3.163 0.5000 0.0000 0.0000 0.4811 0.4779 2 40 0 19.32 6.102 3.166 0.5000 0.0000 0.0000 0.5792 0.5771 2 50 0 20.44 6.453 3.167 0.5000 0.0000 0.0000 6.6470 0.6462 2 0 0 21.13 6.670 3.168 0.5000 0.0000 0.0000 0.6908 0.6909 3 10 0 21.55 6.801 3.169 0.5000 0.0000 0.0000 0.7178 0.7186 3 20 0 21.79 6.874 3.170 0.5000 0.0000 0.0000 0.7332 0.7344 3 30 0 21.88 6.903 3.170 0.5000 0.0000 0.0000 0.7393 0.7406 M:UOBSk5U-014WataTXTRAN2K1ModeNCPSWMMIPARKINGk.564014x3.dm 42 of 52 Printed: 10:22 AM, 08/04/00 SEAR -BROWN I 1 [l 3 40 0 21.88 6.902 3.170 0.5000 0.0000 0.0000 0.7390 0.7403 3 50 0 21.83 6.886 3.170 0.5000 0.0000 0.0000 0.7358 0.7370 3 0 0 21.77 6.869 3.170 0.5000 0.0000 0.0000 0.7321 0.7333 4 10 0 21.73 6.856 3.169 0.5000 0.0000 0.0000 0.7293 0.7304 4 20 0 21.69 6.842 3.169 0.5000 0.0000 0.0000 0.7264 0.7274 4 30 0 21.64 6.828 3.169 0.5000 0.0000 0.0000 0.7235 0.7244 4 40 0 21.60 6.814 3.169 0.5000 0.0000 0.0000 0.7206 0.7214 4 50 0 21.55 6.800 3.169 0.5000 0.0000 0.0000 0.7177 0.7185 4 0 0 21.48 6.779 3.169 0.5000 0.0000 0.0000 0.7133 0.7139 5 10 0 21.41 6.755 3.169 0.5000 0.0000 0.0000 0.7083 0.7088 5 20 0 21.36 6.741 3.169 0.5000 0.0000 0.0000 0.7054 0.7059 5 30 0 21.32 6.728 3.169 0.5000 0.0000 0.0000 0.7027 0.7031 5 40 0 21.27 6.711 3.169 0.5000 0.0000 0.0000 0.6992 0.6996 5 50 0 21.21 6.693 3.169 0.5000 0.0000 0.0000 0.6955 0.6958 5 0 0 21.16 6.677 3.168 0.5000 0.0000 0.0000 0.6922 0.6924 6 10 0 21.11 6.662 3.168 0.5000 0.0000 0.0000 0.6892 0.6893 6 20 0 21.06 6.648 3.168 . 0.5000 0.0000 0.0000 0.6863 0.6863 6 30 0 21.02 6.634 3.168 0.5000 0.0000 0.0000 0.6834 0.6834 6 40 0 20.98 6.621 3.168 0.5000 0.0000 0.0000 0.6807 0.6806 6 50 0 20.93 6.607 3.168 0.5000 0.0000 0.0000 0.6780 0.6778 6 0 0 20.88 6.590 3.168 0.5000 0.0000 0.0000 0.6744 0.6742 7 10 0 20.81 6.569 3.168 0.5000 0.0000 0.0000 0.6701 0.6698 7 20 0 20.74 6.546 3.168 0.5000 0.0000 0.0000 0.6655 0.6651 7 30 0 20.66 6.522 3.168 0.5000 0.0000 0.0000 0.6607 0.6602 7 40 0 20.58 6.497 3.168 0.5000 0.0000 0.0000 0.6558 0.6551 7 50 0 20.51 6.474 3.167 0.5000 0.0000 0.0000 0.6512 0.6505 7 0 0 20.44 6.453 3.167 0.5000 0.0000 0.0000 0.6470 0.6462 8 10 0 20.38 6.433 3.167 0.5000 0.0000 0.0000 0.6431 0.6422 8 20 0 20.32 6.415 3.167 0.5000 0.0000 0.0000 0.6396 0.6386 8 30 0 20.27 6.399 3.167 0.5000 0.0000 0.0000 0.6364 0.6354 8 40 0 20.22 6.386 3.167 0.5000 0.0000 0.0000 0.6338 0.6327 8 50 0 20.19 6.377 3.167 0.5000 0.0000 0.0000 0.6319 0.6308 8 0 0 20.17 6.369 3.167 0.5000 0.0000 0.0000 0.6305 0.6294 9 10 0 20.15 6.364 3.167 0.5000 0.0000 0.0000 0.6295 0.6283 9 20 0 20.14 6.360 3.167 0.5000 0.0000 0.0000 0.6287 0.6275 9 30 0 20.13 6.357 3.167 0.5000 0.0000 0.0000 0.6281 0.6269 9 40 0 20.12 6.355 3.167 0.5000 0.0000 0.0000 0.6276 0.6264 9 50 0 20.12 6.353 3.167 0.5000 0.0000 0.0000 0.6272 0.6260 9 0 0 20.11 6.351 3.167 0.5000 0.0000 0.0000 0.6269 0.6257 10 10 0 20.11 6.350 3.167 0.5000 0.0000 0.0000 0.6266 0.6254 10 20 0 20.10 6.348 3.167 0.5000 0.0000 0.0000 0.6264 0.6252 10 30 0 20.10 6.347 3.167 0.5000 0.0000 0.0000 0.6262 0.6250 10 40 0 20.10 6.346 3.167 0.5000 0.0000 0.0000 0.6260 0.6248 10 50 0 20.09 6.345 3.167 0.5000 0.0000 0.0000 0.6258 0.6246 10 0 0 20.09 6.344 3.167 0.5000 0.0000 0.0000 0.6256 0.6244 11 10 0 20.09 6.343 3.167 0.5000 0.0000 0.0000 0.6254 0.6242 11 20 0 20.08 6.342 3.167 0.5000 0.0000 0.0000 0.6253 0.6240 11 30 0 20.08 6.342 3.167 0.5000 0.0000 0.0000 0.6251 0.6238 11 40 0 20.08 6.341 3.167 0.5000 0.0000 . 0.0000 0.6249 0.6237 11 50 0 20.08 6.340 3.167 0.5000 0.0000 0.0000 0.6247 0.6235 11 0 0 20.07 6.339 3.167 0.5000 0.0000 0.0000 0.6246 0.6233 12 10 0 20.07 6.338 3.167 0.5000 0.0000 0.0000 0.6244 0.6231 12 20 0 20.07 6.337 3.167 0.5000 0.0000 0.0000 0.6242 0.6229 12 30 0 20.06 6.336 3.167 0.5000 0.0000 0.0000 0.6240 0.6227 12 40 0 20.06 6.335 3.167 0.5000 0.0000 0.0000 0.6238 0,6225 12 50 0 20.06 6.334 3.167 0.5000 0.0000 0.0000 0.6236 0.6223 12 0 0 20.05 6.333 3.167 0.5000 0.0000 0.0000 0.6234 0.6221 13 10 0 20.05 6.332 3.167 0.5000 0.0000 0.0000 0.6232 0.6219 13 20 0 20.05 6.330 3.167 0.5000 0.0000 0.0000 0.6229 0.6216 13 30 0 20.04 6.329 3.167 0.5000 0.0000 0.0000 0.6227 0.6214 13 40 0 20.04 6.328 3.167 0.5000 0.0000 0.0000 0.6225 0.6212 13 50 0 20.03 6.327 3.167 0.5000 0.0000 0.0000 0.6222 0.6209 13 0 0 20.03 6.326 3.167 0.5000 0.0000 0.0000 0.6220 0.6207 14 10 0 20.03 6.324 3.167 0.5000 0.0000 0.0000 0.6217 0.6204 14 20 0 20.02 6.323 3.167 0.5000 0.0000 0.0000 0.6215 0.6201 14 30 0 20.02 6.322 3.167 0.5000 0.0000 0.0000 0.6212 0.6199 14 40 0 20.01 6.320 3.167 0.5000 0.0000 0.0000 0.6209 0.6196 14 50 0 20.01 6.318 3.167 0.5000 0.0000 0.0000 0.6206 0.6193 14 0 0 20.00 6.317 3.167 0.5000 0.0000 0.0000 0.6203 0.6189 15 10 0 20.00 6.315 3.167 0.5000 0.0000 0.0000 0.6200 0.6186 15 20 0 19.99 6.313 3.167 0.5000 0.0000 0.0000 0.6196 0.6183 15 30 0 19.99 6.312 3.167 0.5000 0.0000 0.0000 0.6193 0.6179 15 40 0 19.98 6.310 3.167 0.5000 0.0000 0.0000 0.6189 0.6175 15 50 0 19.97 6.308 3.167 0.5000 0.0000 0.0000 0.6185 0.6171 15 0 0 19.97 6.306 3.167 0.5000 0.0000 0.0000 0.6181 0.6167 16 10 0 19.96 6.303 3.167 0.5000 0.0000 0.0000 0.6176 0.6162 16 20 0 19.95 6.301 3.166 0.5000 0.0000 0.0000 0.6172 0.6158 16 30 0 19.94 6.298 3.166 0.5000 0.0000 0.0000 0.6167 0.6153 16 40 0 19.93 6.294 3.166 0.5000 0.0000 0.0000 0.6158 0.6143 '16 50 0 19.91 6.289 3.166 0.5000 0.0000 0.0000 0.6148 0.6134 M:UOBS564-014WatatEXTRAN2KiModeN(PSWMM\PARMNG\564014z3.dm 43 M 62 Printed: 10:19 AM, 08/04/00 ' 16 0 0 19.90 6.284 17 10 0 19.88 6.279 17 20 0 19.87 6.275 17 30 0 19.85 6.270 17 40 0 19.84 6.265 17 50 0 19.82 6.259 17 0 0 19.80 6.254 Mean 18,47 5,14 Maximum 21.88 6.90 ' Minimum -0.13 -0.05 Total 3.782E+05 Ci I 1 3.166 0.5000 0.0000 0.0000 0.6139 0.6125 3.166 0.5000 0.0000 0.0000 0.6130 0.6115 3.166 0.5000 0.0000 0.0000 0.6121 0.6106 3.166 0.5000 0.0000 0.0000 0.6112 0.6096 3.166 0.5000 0.0000 0.0000 0.6102 0.6087 3.166 0.5000 0.0000 0.0000 0.6092 0.6076 3.166 0.5000 0.0000 0.0000 0.6081 0.6066 Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:541 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 ----- 0 0.0000 -------- 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 -------- 0.0000 --------- 0.0000 -------- 0.0000 --------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 1.9772E-02 0.5769 3.4050E-02 3.3059E-02 0.0000 0.0000 6.6314E-04 1.3932E-02 1 20 0 16.11 2.590 6.220 0.8769 0.0000 0.0000 0.1296 8.1471E-02 1 30 0 61.08 8.572 7.126 0.7500 0.0000 0.0000 1.135 1.147 1 40 0 71.44 9.959 7.173 0.7500 0.0000 0.0000 1.528 1.552 1 50 0 32.70 4.581 7.139 0.7500 0.0000 0.0000 0.3258 0.3258 1 0 0 19.32 2.706 7.141 0.7500 0.0000 0.0000 0.1139 0.1136 2 10 0 11.64 1.630 7.140 0.7500 0.0000 0.0000 4.1329E-02 4.1182E-02 2 20 0 7.919 1.109 7.139 0.7500 0.0000 0.0000 1.9140E-02 1.9067E-02 2 30 0 5.743 0.8044 7.139 0.7500 0.0000 0.0000 1.0068E-02 1.0028E-02 2 40 0 4.897 0.6860 7.139 0.7500 0.0000 0.0000 7.3216E-03 7.2925E-03 2 50 0 4.468 0.6259 7.139 0.7500 0.0000 0.0000 6.0947E-03 6.0704E-03 2 0 0 3.382 0.4738 7.139 0.7500 0.0000 0.0000 3.4928E-03 3.4787E-03 3 10 0 2.176 0.3048 7.139 0.7500 0.0000 0.0000 1.4459E-03 1.4400E-03 3 20 0 1.602 0.2244 7.139 0.7500 0.0000 0.0000 7.8353E-04 7.8034E-04 3 30 0 1.281 0.1794 7.139 0.7500 0.0000 0.0000 5.0094E-04 4.9890E-04 3 40 0 0.8980 0.1258 7.139 0.7500 0.0000 0.0000 2.4622E-04 2.4522E-04 3 50 0 0.6362 8.9115E-02 7.139 0.7500 0.0000 0.0000 1.2357E-04 1.2306E-04 3 0 0 0.4814 6.7433E-02 7.139 0.7500 0.0000 0.0000 7.0754E-05 7.0466E-05 4 10 0 0.3629 5.0842E-02 7.138 0.7500 0.0000 0.0000 4.0221E-05 4.0057E-05 4 20 0 0.2789 3.9064E-02 7.138 0,7500 0.0000 0.0000 2.3744E-05 2.3648E-05 4 30 0 0.2090 2.9284E-02 7.138 0.7500 0.0000 0.0000 1.3343E-05 1.3289E-05 4 40 0 0.1601 2.2422E-02 7.138 0.7500 0.0000 0.0000 7.8226E-06 7.7908E-06 4 50 0 0.1287 1.8028E-02 7.138 0.7500 0.0000 0.0000 5.0568E-06 5.0363E-06 4 0 0 9.9458E-02 1.3933E-02 7.138 0.7500 0.0000 0.0000 3.0204E-06 3.0082E-06 5 10 0 7.0828E-02 9.9221E-03 7.138 0.7500 0.0000 0.0000 1.5318E-06 1.5256E-06 5 20 0 7.0376E-02 9.8588E-03 7.138 0.7500 0.0000 0.0000 1.5123E-06 1.5062E-06 5 30 0 5.0870E-02 7.1262E-03 7.138 0.7500 0.0000 0.0000 7.9017E-07 7.8695E-07 5 40 0 4.1088E-02 5.7559E-03 7.138 0.7500 0.0000 0.0000 5.1550E-07 5.1340E-07 5 50 0 4.0651E-02 5.6947E-03 7.138 0.7500 0.0000 0.0000 5.0459E-07 5.0254E-07 5 0 0 3.0067E-02 4.2120E-03 7.138 0.7500 0.0000 0.0000 2.7605E-07 2.7492E-07 6 10 0 3.0039E-02 4.2079E-03 7.138 0.7500 0.0000 0.0000 2.7551E-07 2.7439E-07 6 20 0 3.0079E-02 4.2136E-03 7.138 0.7500 0.0000 0.0000 2.7625E-07 2.7513E-07 6 30 0 2.0026E-02 2.8050E-03 7.138 0.7500 0.0000 0.0000 1.2243E-07 1.2193E-07 6 40 0 2.0225E-02 2.8334E-03 7.138 0.7500 0.0000 0.0000 1.2491E-07 1.2440E-07 6 50 0 2.0184E-02 2.8277E-03 7.138 0.7500 0.0000 0.0000 1.2441E-07 1.2390E-07 6 0 0 1.9460E-02 2.7262E-03 7.138 0.7500 0.0000 0.0000 1.1564E-07 1.1517E-07 7 10 0 2.2188E-02 3.1085E-03 7.138 0.7500 0.0000 0.0000 1.5035E-07 1.4973E-07 7 20 0 2.1404E-02 2.9990E-03 7.137 0.7500 0.0000 0.0000 1.3994E-07 1.3937E-07 7 30 0 1.1341E-02 1.5891E-03 7.137 0.7500 0.0000 0.0000 3.9289E-08 3.9129E-08 7 40 0 1.0906E-02 1.5283E-03 7.137 0.7500 0.0000 0.0000 3.6340E-08 3.6193E-08 7 50 0 1.0784E-02 1.5111E-03 7.136 0.7500 0.0000 0.0000 3.5530E-08 3.5386E-08 7 0 0 1.0768E-02 1.5089E-03 7.136 0.7500 0.0000 0.0000 3.5428E-08 3.5284E-08 8 10 0 1.0779E-02 1.5104E-03 7.136 0.7500 0.0000 0.0000 3.5498E-08 3.5353E-08 i 8 20 0 1.0854E-02 1.5211E-03 7.136 0.7500 0.0000 0.0000 3.5999E-08 3.5852E-08 8 30 0 1.1015E-02 1.5436E-03 7.136 0.7500 0.0000 0.0000 3.7072E-08 3.6921E-08 8 40 0 1.1476E-02 1.6083E-03 7.136 0.7500 0.0000 0.0000 4.0249E-08 4.0085E-08 8 50 0 1.1926E-02 1.6715E-03 7.135 0.7500 0.0000 0.0000 4.3470E-08 4.3294E-08 8 0 0 1.2345E-02 1.7303E-03 7.135 0.7500 0.0000 0.0000 4.6584E-08 4.6394E-08 9 10 0 1.2530E-02 1.7563E-03 7.135 0.7500 0.0000 0.0000 4.7994E-08 4.7799E-08 9 20 0 1.2554E-02 1.7597E-03 7.134 0.7500 0.0000 0.0000 4.8182E-08 4.7986E-08 M:UOBS1564-014Xdata\F)CTRAN2KXModeN(PSWMMIPARKINGt564014x3.dm 44 W 52 Printed: 10:22 AM, 08/04/00 SEAR -BROWN ' 9 30 0 1.2556E-02 1.7601E-03 7.134 0.7500 0.0000 0.0000 4.8206E-08 4.8009E-08 9 40 0 1.2558E-02 1.7605E-03 7.133 0.7500 0.0000 0.0000 4.8224E-08 4.8028E-08 9 50 0 1.2556E-02 1.7603E-03 7.133 0.7500 0.0000 0.0000 4.8216E-08 4.8020E-08 9 0 0 1.2549E-02 1.7595E-03 7.132 0.7500 0.0000 0.0000 4.8169E-08 4.7972E-08 ' 10 10 0 1.2520E-02 1.7554E-03 7.132 0.7500 0.0000 0.0000 4.7947E-08 4.7751E-08 10 20 0 1.2480E-02 1.7501E-03 7.131 0.7500 0.0000 0.0000 4.7655E-08 4.7461E-08 10 30 0 1.2427E-02 1.7426E-03 7.131 0.7500 0.0000 0.0000 4.7252E-08 4.7059E-08 10 40 0 1.2370E-02 1.7348E-03 7.131 0.7500 0.0011 0,0100 4.6826E-08 4.6635E-08 ' 10 50 0 1.2317E-02 1.7275E-03 7.130 0.7500 0.0000 0.0000 4.6434E-08 4.6245E-08 10 0 0 1.2274E-02 1.7216E-03 7.129 0.7500 0.0000 0.0000 4.6117E-08 4.5930E-08 11 10 0 1.2234E-02 1.7161E-03 7.129 0.7500 0.0000 0.0000 4.5825E-08 4.5639E-08 11 20 0 1.2206E-02 1.7123E-03 7.128 0.7500 0.0000 0.0000 4.5621E-08 4.5435E-08 11 30 0 1.2205E-02 1.7123E-03 7.128 0.7500 0.0000 0.0000 4.5621E-08 4.5436E-08 11 40 0 1.2208E-02 1.7128E-03 7.127 0.7500 0.0000 0.0000 4.5650E-08 4.5464E-08 11 50 0 1.2218E-02 1.7145E-03 7.127 0.7500 0.0000 0.0000 4.5736E-08 4.5549E-08 11 0 0 1.2219E-02 1.7147E-03 7.126 0.7500 0.0000 0.0000 4.5750E-08 4.5563E-08 12 10 0 1.2215E-02 1.7144E-03 7,125 0,7510 0,1010 0,1000 4.5731E-08 4.5545E-08 12 20 0 1.2190E-02 1.7110E-03 7.125 0.7500 0.0000 0.0000 4.5549E-08 4.5363E-08 12 30 0 1.2158E-02 1.7066E-03 7.124 0.7500 0.0000 0.0000 4.5316E-08 4.5131E-08 12 40 0 1.2123E-02 1.7019E-03 7.123 0.7500 0.0000 0.0000 4.5067E-08 4.4884E-08 12 50 0 1.2095E-02 1.6981E-03 7.123 0.7500 0.0000 0.0000 4.4869E-08 4.4686E-08 12 0 0 1.2082E-02 1.6965E-03 7.122 0.7500 0.0000 0.0000 4.4781E-08 4.4598E-08 13 10 0 1.2093E-02 1.6980E-03 7.121 0.7500 0.0000 0.0000 4.4864E-08 4.4681E-08 13 20 0 1.2148E-02 1.7060E-03 7.121 0.7500 0.0000 0.0000 4.5286E-08 4.5102E-08 13 30 0 1.2215E-02 1.7156E-03 7.120 0.7500 0.0000 0.0000 4.5794E-08 4.5607E-08 13 13 40 50 0 1.2288E-02 0 1.2339E-02 1.7260E-03 1.7334E-03 7.119 7.119 0,7510 0.7500 0,0100 0.0000 0,0000 4.6355E-08 0.0000 4.6753E-08 4.6166E-01 4.6563E-08 13 0 0 1.2390E-02 1.7407E-03 7.118 0.7500 0.0000 0.0000 4.7145E-08 4.6953E-08 14 10 0 1.2457E-02 1.7503E-03 7.117 0.7500 0.0000 0.0000 4.7671E-08 4.7476E-08 14 20 0 1.2539E-02 1.7620E-03 7.116 0.7500 0.0000 0.0000 4.8307E-08 4.8110E-08 14 30 0 1.2635E-02 1.7758E-03 7.115 0.7500 0.0000 0.0000 4.9069E-08 4.8869E-08 ' 14 40 0 1.2761E-02 1.7936E-03 7.114 0.7500 0.0000 0.0000 5.0058E-08 4.9854E-08 14 50 0 1.2926E-02 1.8171E-03 7.113 0.7500 0.0000 0.0000 5.1378E-08 5.1169E-08 14 0 0 1.3120E-02 1.8447E-03 7.112 0.7500 0.0000 0.0000 5.2951E-08 5.2734E-08 15 15 10 20 0 1.3358E-02 0 1.3620E-02 1.8784E-03 1.9156E-03 7.111 7.110 0,7100 0.7500 0,1001 0.0000 1,1000 5.4900E-08 0.0000 5.7095E-08 5.4676E-08 5.6861E-08 15 30 0 1.3927E-02 1.9591E-03 7.109 0.7500 0.0000 0.0000 5.9721E-08 5.9477E-08 15 40 0 1.4171E-02 1.9937E-03 7.108 0.7500 0.0000 0.0000 6.1848E-08 6.1596E-08 15 50 0 1.4299E-02 2.0121E-03 7.107 0.7500 0.0000 0.0000 6.2991E-08 6.2734E-08 15 0 0 1.4442E-02 2.0325E-03 7.105 0.7500 0.0000 0.0000 6.4281E-08 6.4018E-08 16 10 0 1.4625E-02 2.0587E-03 7.104 0.7500 0.0000 0.0000 6.5947E-08 6.5678E-08 16 20 0 1.4850E-02 2.0907E-03 7.103 0.7500 0.0000 0.0000 6.8013E-08 6.7734E-08 16 30 0 2.7675E-02 3.8972E-03 7.101 0.7500 0.0000 0.0000 2.3632E-07 2.3536E-07 ' 16 16 40 50 0 1.5503E-12 0 1.5885E-02 2.1835E-03 2.2380E-03 7,100 7.098 1,7500 0.7500 1,0000 0.0000 0.0000 7.4187E-08 0.0000 7.7930E-08 7.3884E-08 7.7611E-08 16 0 0 1.6331E-02 2.3013E-03 7.096 0.7500 0.0000 0.0000 8.2402E-08 8.2065E-08 17 10 0 1.6789E-02 2.3664E-03 7.095 0.7500 0.0000 0.0000 8.7130E-08 8.6773E-08 17 20 0 1.6791E-02 2.3673E-03 7.093 0.7500 0.0000 0.0000 8.7197E-08 8.6840E-08 17 30 0 1.6803E-02 2.3696E-03 7.091 0.7500 0.0000 0.0000 8.7368E-08 8.7011E-08 ' 17 40 0 1.6811E-02 2.3713E-03 7.089 0.7500 0.0000 0.0000 8.7493E-08 8.7134E-08 17 50 0 1.6858E-02 2.3786E-03 7.088 0.7500 0.0000 0.0000 8.8031E-08 8.7670E-08 17 0 0 1.8695E-02 2.6067E-03 7.172 0.7500 0.0000 0.0000 1.0320E-07 1.0784E-07 Mean Maximum 2.30 71.44 0.33 9.96 Minimum 0.00 0.00 Total 2.140E+04 ' Time History of Flow and Velocity Q(cfs). Vel(ft/s), Total(cubic feet) Time Conduit:542 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -- 0 10 0 -- 0.0000 -- -- -- -- 0.0000 1.0000E-04 -- - - ---- -- -- ---- 1.0000E-04 -- --- --- 0.0000 --- ------ 0.0000 -- ---- -- --------- 0.0000 0.0000 0 20 0 30 0 0 0.0000 0.0000 0.0000 1.0000E-04 0.0000 1.0000E-04 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0,1000 0,1000 1.0000E-04 1.0000E-04 0,0000 1,0000 0.0000 0,0010 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 '1 M:UOBSX564-014WataXEXrRAN2K\ModeKXPSWMMXPARKING\564014x3.dm 45 of 52 Printed: 10:19 AM, 08/04/00 SEAR -BROWN I I I 1 I I L_ Ll 1 1 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 40 0 ....0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 .0.0000 0.0000 0.0000 0.0000 13 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 .0.0000 0.0000 0.0000 14 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 0 0 0.0000 .0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 M:UOBS\564-0141data\EXTRAN2KVdodeitXPSWMMtPARKINGl564014x3.doc 46 of 52 Printed: 10:22 AM. Oa/04100 ' 15 20 0 0.0000 0.0000 15 30 0 0.0000 0.0000 15 40 0 0.0000 0.0000 15 50 0 0.0000 0.0000 15 0 0 0.0000 0.0000 16 10 0 0.0000 0.0000 16 20 0 0.0000 0.0000 16 30 0 0.0000 0.0000 16 40 0 0.0000 0.0000 16 50 0 0.0000 0.0000 16 0 0 0.0000 0.0000 17 10 0 0.0000 0.0000 17 20 0 0.0000 0.0000 ' 17 30 0 0.0000 0.0000 17 40 0 0.0000 0.0000 17 50 0 0.0000 0.0000 17 0 0 0.0000 0.0000 Mean 0.00 0.00 Maximum .0.00 0.00 Minimum 0.00 0.00 Total 0.000E+00 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0,0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 Table E10 - CONDUIT SUMMARY STATISTICS Note: The peak flow may be less than the design flow and the conduit may still surcharge because of the downstream boundary conditions. Conduit Maximum Time Maximum Time Ratio of Maximum Depth > Name Design Design Vertical Computed of Computed of Max. to at Pipe Ends Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm Name (cfs) (ft/s) (in) (cfs) Hr. Min. (ft/s) Hr. Min. Flow (ft) (ft) -------------------- -------- ------- --------------------------------------------------- P12 4.77E+03 7.80 84.00 2.66E+02 1 42 3.29 1 34 0.06 4911.28 4909.97 34 17. 2.40 36.00-7.34E+01 1 33 -10.21 1 33 -4.32 4908.30 4907.54 67 16. 3.33 30.00 3.64E+01 6 52 7.35 6 52 2.22 4906.69 4906.45 611 1.33E+04 24.99 102.00 3.01E+01 2 29 0.72 2 17 0.00 4906.69 4892.28 78 34. 2.68 48.00 1.36E+02 1 39 10.73 1 39 4.02 4907.62 4906.45 89 69. 5.48 48.00 1.05E+02 1 40 8.29 1 40 1.53 4910.22 4907.62 1011 63. 12.81 30.00 6.46E+01 2 8 13.01 2 8 1.03 4906.23 4892.28 1415 21. 6.64 24.00 2.19E+01 3 34 6.90 3 34 1.05 4882.41 4878.53 23 84. 4.10 48.00 1.53E+02 1 45 7.79 1 42 1.82 4909.97 4908.30 461 13. 2.59 30.00 3.10E+01 8 22 6.25 8 22 2.44 4907.54 4906.69 462 6.82E+04 23.11 90.00 2.31E+01 2 16 0.65 6 50 0.00 4907.54 4906.69 141 32, 4,52 36,00 9.80E+11 1 35 13,61 1 35 3,07 4916,31 4917.54 542 11. 2.55 6.00 1.45E+01 1 35 3.45 1 35 1.35 4916.30 4914.53 ORF # 1 13. 0.64 17.45 2.19E+01 3 33 13.06 3 33 1.70 4892.28 4888.14 WEIR # 1 Undefnd Undefnd Undefnd 1.74E+01 2 10 WEIR # 2 Undefnd Undefnd Undefnd 2.06E+02 2 31 WEIR # 3 Undefnd Undefnd Undefnd 6.46E+01 2 8 WEIR # 4 Undefnd Undefnd Undefnd 9.90E+01 2 23 WEIR # 5 Undefnd Undefnd Undefnd 0.00E+00 0 0 WEIR # 6 Undefnd Undefnd Undefnd 8.63E+01 1 41 WEIR # 7 Undefnd Undefnd Undefnd 1.17E+02 3 33 FREE # 1 Undefnd Undefnd Undefnd 2.19E+01 3 34 FREE # 2 Undefnd Undefnd Undefnd 1.17E+02 3 33 Table Ell. Area assumptions used in the analysis) Subcritical and Critical flow assumptions from Subroutine Head. See Figure 17-1 in the ' manual for further information. Length Length Length of Length of of of Sub- Upstream Downstream Maximum Maximum Maximum ' Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(ft^2) (ft"2/s) P12 65.10 1014.90 0.00 0.00 2.083 230.429 0.000E+00 34 65.02 1111*43 0,00 7,55 0.911 7.272 0.000E+00 67 65.00 1007.18 0.00 7.82 0.719 5.075 0.000E+00 611 863.20 216.80 0.00 0.00 1.502 90.967 0.000E+00 78 60.27 1019.73 0.00 0.00 1.216 13.167 0.000E+00 89 60.62 1019.38 0.00 0.00 1.148 12.911 0.000E+00 1011 75.25 1004.75 0.00 0.00 0.693 5.070 0.000E+00 M:VOBS\564-014\data\EXTRAN2K\ModeKXPSWMM\PARKING\564014x3.dm 47 of 52 Pdnted: 10:19 AM, 08104100 1415 0.00 1080.00 0.00 0.00 0.554 3.231 0.000E+00 23 71.05 978.24 0.00 30.71 0.892 20.910 0.000E+00 461 61.65 1005.00 0.00 13.35 0.731 5.053 0.000E+00 462 754.45 306.03 0.00 19.52 0.441 140.897 0.000E+00 541 60.30 1006.98 0.00 12.72 0.887 7.406 0.000E+00 542 1073.86 0.00 0.00 6.14 0.202 4.202 0.000E+00 ORF # 1 77.35 0.00 0.00 1002.65 0.434 1.676 0.000E+00 Table E12. Mean Conduit Flow Information Mean Total Mean Low Mean Mean Mean Mean Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit Name (cfs) (ft"3) Change Weightng Number Radius Area Roughness ---------- -------- -------- -------- -------------- --------------- P12 38.8 2.512E+06 6.198E-05 0.000 0.000 0.000 0.000 0.000 34 24.2 1.569E+01 7.841E-03 1,011 1,000 0.000 1,000 0,000 67 25.1 1.628E+06 5.514E-03 0.000 0.000 0.000 0.000 0.000 611 2.42 1.571E+05 2.333E-06 0.000 0.000 0.000 0.000 0.000 78 8.33 5.395E+05 2.304E-02 0.000 0.000 0.000 0.000 0.000 89 7.47 4.842E+05 1.181E-02 0.000 0.000 0.000 0.000 0.000 1011 35.3 2.286E+06 1.420E-03 0.000 0.000 0.000 0.000 0.000 1415 18.3 1.189E+06 3.680E-03 0.000 0.000 0.000 0.000 0.000 23 38.2 2.477E+06 2.145E-03 0.000 0.000 0.000 0.000 0.000 461 23.1 1.498E+06 4.716E-03 0.000 0.000 0.000 0.000 0.000 462 3,11 2.275E+05 6.680E-07 1,010 0.000 0.000 0.000 0.000 541 2.39 1.547E+05 8.374E-03 0.000 0.000 0.000 0.000 0.000 542 5.987E-02 3.880E+03 9.770E-04 0.000 0.000 0.000 0.000 0.000 ORF # 1 18.4 1.189E+06 1.035E-03 0.000 0.000 0.000 0.000 0.000 WEIR # 1 0.531 3.439E+04 WEIR # 2 7.94 5.142E+05 WEIR # 3 35.3 2.286E+06 WEIR # 4 14.1 9.133E+05 WEIR # 5 0.000 0.000E+00 WEIR # 6 1,548 3.552E+04 WEIR # 7 26.1 1.692E+06 FREE # 1 18.3 1.189E+06 FREE # 2 26.1 1.692E+06 Table E13. Channel losses(H), headwater depth (HW), tailwater depth (TW), critical and normal depth (Yc and Yn). Use this section for culvert comparisons ' Note: Local Head Losses are included in the Friction Loss Conduit Maximum Head Friction Critical Normal HW TW Name Flow Loss Loss Depth Depth Elevat Elevat ------- ----- ------------ ------ ------ ----- 34 32.029 0.000 0.767 1.835 3.000 4908.301 4907.534 Max Flow 67 36.390 0.000 3.109 2.043 2.500 4905.854 4902.745 Max Flow 78 134.557 0.000 3.469 3.454 4.000 4906.971 4903.486 Max Flow 89 104.332 0.000 2.878 3.091 4.000 4910.180 4907.306 Max Flow 1011 64.596 0.000 16.349 2.500 2.118 4905.983 4889.635 Max Flow 1415 21.885 0.000 3.878 1.671 1.747 4882.408 4878.530 Max Flow 23 148.920 0.000 2,744 3.032 4.000 4908.790 4906.046 Max Flow 461 31.038 0.000 2.799 1.898 2.500 4907.343 4904.544 Max Flow I541 94.450 0.000 8.168 2.867 3.000 4915.665 4907.529 Max Flow ORF # 1 21.886 0.000 4.137 1.454 1.454 4892.281 4888.144 Max Flow CULVERT ANALYSIS CLASSIFICATION, and the time the culvert was in a particular classification during the simulation. The time is in minutes. Extran used the Dynamic Wave Equation for all conduit analysis but classifies the culvert flow) condition based on the.HW and TW depths. Mild Mild Steep Mild Mild Slope Slope TW Slope TW Slug Flow Slope Slope Critical D Control Insignf Outlet/ TW > 0 TW <= D Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Name Control Control Control Control Control Control Control Control ---------------- --------- --------- ------------------ --------------------------- 'l P12 10.867 998.500 0.000 70.633 0.000 0.000 0.000 0.000 34 10.867 10.867 65.200 0.000 993.067 0.000 0.000 0.000 67 5.433 5.433 65.200 0.000 1003.933 0.000 0.000 0.000 611 0.000 0.000 81.500 998.500 0.000 0.000 0.000 0.000 78 5.433 42.233 0.000 65.200 967.133 0.000 0.000 0.000 M:VOBS1564-014\datalEMRAN2K\ModeMPSWMMtPARKING\564014x3.doc 48 of 52 Printed: 1022 AM, 08/04/00 89 5.433 199.800 0.000 65.200 809.567 0.000 0.000 0.000 1011 0.000 0.000 0.000 81.500 0.000 998.500 0.000 0.000 1415 0.000 0.000 0.000 0.000 260.800 819.200 0.000 0.000 '23 21.733 254.133 76.067 0.000 728.067 0.000 0.000 0.000 461 10.867 0.000 65.200 0.000 1003.933 0.000 0.000 0.000 462 0.000 0.000 737.700 326.000 0.000 0.000 0.000 16.300 541 10.867 10.867 65.200 0.000 993.067 0.000 0.000 0.000 '542 0.000 0.000 1074.567 0.000 0.000 5.433 0.000 0.000 ORF # 1 27.167 0.000 81.500 0.000 0.000 933.300 38.033 0.000 Kinematic Wave Approximations Time in Minutes for Each Condition Conduit Length of Slope Super- Roll ' Name Normal Flow Criteria Critical Waves P12 989.14 0.00 0.00 0.00 34 0.12 0.00 0.00 0.00 67 0.70 0.00 0.00 0.00 611 959.57 0.00 0.00 0.00 78 0.02 0.00 0.00 0.00 89 1.90 0.00 0.00 0.00 1011 1.95 0.00 0.00 0.00 1415 0.00 0.00 0.00 0.00 23 0.00 0.00 0.00 0.00 461 0.17 0.00 0.00 0.00 462 317.50 0.00 0.00 0.00 541 0.53 0.00 0.00 0.00 1 542 0.01 0.00 0.00 0.00 ORF # 1 0.00 0.00 0.00 0.00 =Table E14 Natural Channel Overbank Flow Information Maximum Maximum Maximum Maximum Maximum Maximum Maximum Maximum Maximum Conduit Left Bank Rght Bank Center Ch Left Bank Rght Bank Center Ch Left Bank Rght Bank Center Ch ' Name ------- Velocity Velocity Velocity Flow Flow Flow -------------------------------------------------- Area -------- Area -------- Area -------- P12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 542 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Table E15 - SPREADSHEET INFO LIST Conduit Flow and Junction Depth Information for use in spreadsheets. .The maximum values in this table are the true maximum values because they sample every time step.1 The values in the review results may only be the maximum of a subset of all the time steps in the run. Note: These flows are only the flows in a single barrel.1 ' Conduit Maximum Total Maximum ## Junction Invert Maximum Name Flow Flow Velocity ## Name Elevation Elevation ##-------- --------- --------- P12 266.2006 2512459. 3.291562 ## 1 4907.910 4911.281 34 -73.36497 1568577. 10.20980 ## 2 4903.610 4909.970 67 36.39083 1627722. 7.349465 ## 3 4899.810 4908.303 611 30.07766 157089.9 0.7240069 ## 4 4899.290 4907.537 78 135.5366 539500.0 10.72698 ## 5 4900.340 4916.297 89 105.1844 484169.3 8.290915 ## 6 4898.700 4906.686 1011 64.61442 2285726. 13.00561 ## 7 4897.870 4906.454 1415 21.88691 1189069. 6.904968 ## 11 4882.550 4892.282 23 153.0895 2477000. 7.788913 ## 8 4898.090 4907.623 461 31.03979 1498362. 6.253465 ## 9 4899.370 4910.215 462 23.12427 227494.9 0.6459804 ## 10 4898.430 4906.231 541 98.03941 154683.8 13.60847 ## 14 4877.450 4882.408 542 14.47550 3879.615 3.445207 ## 15 4873.860 4878.530 ORF # 1 21.88691 1189393. 13.05896 ## 12 4890.000 4890.000 WEIR # 1 17.41539 34392.42 0.0000000## 13 4902.120 4910.269 WEIR # 2 206.3207 514188.0 0.0000000## 1 3 64,64161 2285889 0 0000000## 'WEIR WEIR # 4 98.98983 913298.1 0.0000000## WEIR # 5 0.0000000 0.0000000 0.0000000## WEIR # 6 86.31492 35517.80 0.0000000## WEIR # 7 117.0812 1692387. 0.0000000## FREE # 1 21.88691 1189069. 0.0000000## M:U0BS%564-014\dataT-XTRAN2K1Model\XPSWMM%PARKINGl564014x3.dm 49 of 52 Primed: 10:19 AM. 08/04/00 SEAR -BROWN I I, I FREE # 2 117.0812 1692387. 0.0000000## Table E15a - SPREADSHEET REACH LIST Peak flow and Total Flow listed by Reach or those conduits or diversions having the same upstream and downstream nodes. Upstream Downstream Maximum Total Node ------- Node Flow Flow ------- --------- --------- # Table E16. New Conduit Information Section # # Conduit Invert (IE) Elevation and Conduit # # Maximum Water Surface (WS) Elevations # Conduit ------------ Name Upstream Node Downstream Node ------------- --------------- IE Up ----- IE On WS Up WS On Conduit Type P12 1 2 4908. ----- 4904. ----- 4911. ----- 4910. ------------ Natural 34 3 4 4900. 4900. 4908. 4908. Circular 67 6 7 4899. 4898. 4907. 4906. Circular 611 6 11 4906. 4888. 4907. 4892. Trapezoid 78 8 7 4898. 4898. 4908. 4906. Circular 89 9 8 4899. 4898. 4910. 4908. Circular 1011 10 11 4896. 4883. 4906. 4892. Circular 1415 14 15 4877. 4874. 4882. 4879. Circular 23 2 3 4904. 4903. 4910. 4908. Egg -Shape 461 4 6 4899. 4899. 4908. 4907. Circular 462 4 6 4907. 4906. 4908. 4907. Trapezoid 541 5 4 4900. 4899. 4916. 4908. Circular 542 5 4 4915, 4914. 4916. 4915. Natural ORF # 1 11 14 4887. 4887. 4892. 4888. Circ Orif Table E18 - Junction Continuity Error. Division by Volume added 11/96 1 Continuity Error = Net Flow + Beginning Volume - Ending Volume ------------------------------------------------- Total Flow + (Beginning Volume + Ending Volume)/2 Net Flow - Node Inflow - Node Outflow Total Flow = absolute (Inflow + Outflow Intermediate column is a judgement on the node continuity error. Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent Fair 5 to 10 percent Poor 10 to 25 percent Bad 25 to 50 percent Terrible > 50 percent Junction Continuity % Error in Remaining Beginning Net Flow Name Error Node Contn Volume Volume Thru Node 1 -1.983E+04 0.396 4.076E+03 5.000E-02 -1.575E+04 2 -3.208E+03 0.064 4.263E+03 5.368E-02 1.055E+03 3 -5.992E+03 0.118 8.045E+04 0.000 7.446E+04 4 -454. 0.013 1.670E+03 5.075E-02 1.215E+03 5 115. 0.036 594. 1.350E-02 709. 6 -2.417E+04 0.677 1.660E+04 6.725E-02 -7.565E+03 7 -6.381E+04 1.414 2.548E+03 0.000 -6.127E+04 11 3.665E+04 0.555 5.315E+05 0.000 5.681E+05 8 608. 0.056 3.357E+03 2.950E-02 3.964E+03 9 4.332E+04 4.336 1.524E+03 1.450E-02 4.484E+04 10 -410, 0,019 573, 1.975E-01 163, 14 -276. 0.012 600. 2.600E-02 324. 15 -349. 0.015 349. 1.101E-02 -3.664E-13 12 5.000E-06 0.000 0.000 5.000E-06 3.723E-14 13 -6.264E+04 5.956 0.131 0.000 -6.264E+04 The total continuity error was -1.00443E+05 cubic feet The remaining total volume was 6.48104E+05 cubic feet Your mean node continuity error was Excellent Your worst node continuity error was Great Table E19 - Junction Inflow Sources Units are either ft"3 or m"3 depending on the units in your model.1 M:UOBS\564-014\data\EXTRAN2KVdodeN(PSWMM\PARKING\564014x3.doc 50 M 62 Primed: 10:22 AM, 08/04/00 SEAR -BROWN Constant User Inflow Interface Junction Inflow Inflow Inflow Outflow Evaporation Name to Node to Node to Node from Node from Node ----- --- -------------------------- -------------------- 0.000 2496714.253 0.000 0.000 0.000 2 0.000 0.000 0.000 0.000 0.000 3 0.000 44948.520 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000 0.000 5 0.000 159206.318 0.000 0.000 0.000 6 0.000 51391.980 0.000 0.000 0.000 7 0.000 21888.180 0.000 0.000 0.000 11 0.000 93826.440 0.000 0.000 0.000 8 0.000 59312.880 0.000 0.000 0.000 9 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 14 0.000 0.000 0.000 0.000 0.000 15 0.000 0.000 0.000 1.189E+06 0.000 12 0.000 0.000 0.000 1.692E+06 0.000 13 0.000 501917.775 0.000 0.000 0.000 Table E20 - Junction Flooding and Volume Listing. � The maximum volume 1s the total volume � in the node including the volume in the flooded storage area. This is the max volume at any time. The volume in the flooded storage area is the total volume) above the ground elevation, where the The fourth flooded pond storage column is instantaneous, area starts. the fifth is the) sum of the flooded volume over the entire simulation] Units are either ft"3 or m"3 depending on the units.1 Out of System Stored in System Junction Surcharged Flooded Flooded Maximum Ponding Allowed Name Time (min) Time(min) Volume Volume Flood Pond Volume ------- 1 ------------------ --------- 0.000 0.000 --------- ----------------- 0,000 0.000 0.000 2 0.000 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000 0.000 5 0.000 0.000 0.000 0.000 0.000 6 0.000 0.000 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 0.000 11 0.000 0.000 0.000 0.000 0.000 8 0.000 0.000 0.000 0.000 0.000 9 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 14 0.000 0.000 0.000 0.000 0.000 15 0.000 0.000 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000 13 0.000 0.000 0.000 0.000 0.000 Simulation Specific Information Number of Input Conduits.......... 13 Number of Simulated Conduits...... 23 Number of Natural Channels........ 2 Number of Junctions ............... 15 Number of Storage Junctions....... 15 Number of Weirs ................... 7 Number of Orifices ................ 1 Number of Pumps................... 0 Number of Free Outfalls........... 2 Number of Tide Gate Outfalls...... 0 Average % Change in Junction or Conduit is defined as: Conduit % Change -_> 100.0 ( Q(n+1) - Q(n) ) / Qfull Junction % Change => 100.0 ( Y(n+1) - Y(n) ) / Yfull The Conduit with the largest average change was..78 with 0.023 percent The Junction with the largest average change was.9 with 0.051 percent The Conduit with the largest sinuosity was ....... P12 with 0.000 Table E21. Extran continuity balance at the end of the simulation Junction Inflow. Outflow or Street Flooding M:UOBS1564-014kda1a1EXTRAN2K1ModeN(PSWMMTARKNGl564014x3.doc 51 M52 Printed: 10:19 AM, 08/04100 SEAR -BROWN Error = Inflow + Initial Volume - Outflow - Final Volume Inflow Inflow Average Junction Volume.ft"3 Inflow, cfs- -------- ------------------------- 1 2.4967E+06 3.8529E+01 3 4.4949E+04 6.9365E-01 5 1.5921E+05 2.4569E+00 6 5.1392E+04 7.9309E-01 7 2.1888E+04 3.3778E-01 11 9.3826E+14 8 5.9313E+04 1.4479E+00 9.1532E-01 13 5.0192E+05 7.7456E+00 Outflow Outflow Average ' Junction Volume_ft"3 Outflow_ cfs 15 1.1891E+06 1.8350E+01 12 1.6924E+06 2.6117E+01 Initial system volume 4.2786E-01 Cu Ft Total system inflow volume - 3.4292E+06 Cu Ft Inflow + Initial volume 3.4292E+06 Cu Ft Total system outflow = 2.8814E+06 Cu ft Volume left in system = 6.4810E+05 Cu ft Evaporation = 0.0000E+00 Cu ft Outflow + Final Volume = 3.5295E+06 Cu ft Total Model Continuity Error Error in Continuity, Percent =-2.92604 Error in Continuity, ft"3 =-100339.681 + Error means a continuity loss. - a gain # Table E22. Numerical Model Judgement Section # # Action Items: Overall Continuity Error # # Worst Node Error # # Efficiency # # Number of Non -Convergences# Your overall error was-2.9260 percent Worst nodal error was in node 7 with 1.4144 percent Of the total inflow this loss was 1.8609 percent Your overall continuity error was Good Good Efficiency Efficiency of the simulation 0.00 Most Number of Non Convergences at one Node 0. Total Number Non Convergences at all Nodes 0. Total Number of Nodes with Non Convergences 0. Extended Transport model simulation ended normally. SWMM Simulation ended normally. _ > Your input file was named C:\WINDOWS\Profiles\000\Desktop\temp\564014x3.DAT Your output file was named C:\WINDOWS\Profiles\000\Desktop\temp\564014x3.out SWMM Simulation Date and Time Summary Starting Date... July 13. 2000 Time... 11:11:24:38 Ending Date... July 13. 2000 Time... 11:21:31:53 Elapsed Time... 10.11917 minutes or 607.15000 seconds ' M:WOBS%564-014�datalEXTRAN2K\ModeKXPSWMMIPARKINGt584014x3.doc 520152 Printed: 10:22 AM, 08/04/00 ' Table F-1: Impact of Additional Parking and Development of Basin 32 1 1 1 1 Conduit Name Existing Parking Difference Maximum Flow (cls) Existing Parking Total Flow (ft3) Difference Existing Parking Difference Maximum Velocity (fUsec) P12 230.83 266.20 35.37 2,386,552.00 2,512,459.00 125,907.00 3.30 3.29 -0.01 34 -74.88 -73.36 1.52 1,561,490.00 1,568,577.00 7,087.00 -10.34 -10.21 0.13 67 36.52 36.39 -0.13 1,637,092.00 1,627,722.00 -9,370.00 7.38 7.35 -0.03 611 28.56 30.08 1.52 135,031.30 157,089.90 22,058.60 0.70 0.72 0.02 78 1 135.53 135.54 0.01 525,863.50 539,500.00 13,636.50 10.73 10.73 0.00 89 105.19 105.18 -0.01 470 635.30 484,169.30 13,534.00 8.29 8.29 0.00 1011 64.63 64.61 -0.02 2,238,205.00 2,285,726.00 47,521.00 13.01 13.01 0.00 1415 21.68 21.89 0.21 1,183,800.00 1,189,069.00 5,269.00 6.84 6.90 0.06 23 145.95 153.09 7.14 2,376,367.00 2,477,000.00 100,633.00 7.49 7.79 0.30 461 31.11 31.04 -0.07 1,521,271.00 1,498,362.00 -22,909.00 6.27 6.25 -0.02 462 21.08 23.12 2.04 197,256.90 227,494.90 30,238.00 0.66 0.65 -0.02 541 98.04 98.04 0.00 154,690.50 154,683.80 -6.70 13.61 13.61 0.00 542 14.47 14.48 0.01 3,852.75 3,879.62 26.87 3.44 3.45 0.00 ORF # 1 21.68 21.89 0.21 1,184,129.00 1,189,393.00 5,264.00 12.94 13.06 0.12 WEIR # 1 2.11 17.42 15.31 1,751.99 34,392.42 32,640.43 0.00 0.00 0.00 WEIR # 2 202.71 206.32 3.61 480,797.20 514,188.00 33,390.80 0.00 0.00 0.00 WEIR # 3 64.65 64.64 -0.01 2,238,415.00 2,285,889.00 47,474.00 0.00 0.00 0.00 WEIR #4 80.57 98.99 18.42 782,111.90 913,298.10 131,186.20 0.00 0.00 0.00 WEIR # 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WEIR # 6 86.29 86.31 0.02 35,500.20 35,517.80 17.60 0.00 0.00 0.00 WEIR # 7 100.69 117.08 16.39 1,468,757.00 1,692,387.00 223,630.00 0.00 0.00 0.00 FREE # 11 21.68 21.89 0.21 1,183,800.00 1,189,069.00 5,269.00 0.00 0.00 0.00 FREE # 21 100.69 117.08 16.39 1.468,757.00 1,692,387.00 223,630.00 0.00 0.00 0.00 Junction Name Existing Parking Difference Maximum Elevation (ff MSL) 1 4911.08 4911.28 0.20 2 4909.77 4909.97 0.20 3 4908.27 4908.30 0.03 4 4907.53 4907.54 0.00 5 1 4916.29 4916.30 0.01 6 4906.68 4906.69 0.01 7 4906.44 4906.45 0.01 11 4892.21 4892.28 0.07 8 4907.62 4907.62 0.00 9 4910.21 4910.22 0.01 10 4906.21 4906.23 0.02 14 4882.34 4882.41 0.07 15 4878.53 4878.53 0.00 12 4890.00 4890.00 0.00 13 4910.27 4910.27 0.00 L 1 MODIFIED FINAL SWMM MODEL I 11 I I I I 11 I I r THE SEAR=BROWN GROUP r Project: I/-Ex1�.4., Project No.-2djAel. By: CG>P JJF Checked: Date: SheetOf y SEAR-RROWN ZM 1 a FTFITCWI All ' 2 1 1 2 3 4 WATERSHED 0 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000; SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT 96 0000 5.0 2 1. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 0.00 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 ' 1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.73 0.71 0.69 0.67 0.00 * SEAR -BROWN * Prepared for: IOC - HP. FORT COLLINS. CO ' * SWMM proposed developed condition. 100-yr recurrence interval * Updated from Hewlett-Packard Detailed Hydraulic Study (799001E1.DAT) * Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) * Updated from Symbios Logic Overall Drainage Plan (714001S1.DAT) ' * Basin parameters compiled from smaller basins used for EXTRAN model * See file 564014A2.DAT for smaller basin details * Rating curve for Pond 42 generated from separate Extran results * Previous ponds and conveyance elements at east end of HP site have ' * been eliminated or converted to direct routing nodes so that all routing * is done through a single rating curve at CE 42. A flow split was inserted * after CE 203 to model the design outlet to Fossil Creek Reservoir Inlet * Ditch - FCRID (CE 204) and the overflow spillway (CE 205). * * This model was modified from the final Mod-SWMM file generated in the * Detailed Hydraulic Study dated July 3, 2000: 564014F4.DAT. * I 11 * Basin 35 was added to model additional tributary area from the proposed * parking lot and was modeled to route the new hyetograph. Some basin 30 area * was moved to basin 35 due to the proposed parking lot configuration. * Basin 32 was modified to route the new hyetograph. Note: Basin 32 parameters * were not modified because it was modeled as fully developed in the Detailed * Hydraulic Study submitted July 3. 2000. * * Index of Printed Conveyance Elements * 42 Synthetic detention pond * -2 .016 .25 .1 .3 .51 .5 .0018 1 21 125 9627 66.3 40 .004 1 24 127 2600 10.6 40 .003 1 23 126 6810 46.9 17.0 .008 1 31 128 7536 51.9 49.7 .008 1 20 124 7304 50.3 5 .008 * BASIN 32 MODIFIED 31 JULY 00 TO SWITCH TO NEW HYETOGRAPH FOR PROPOSED EXPANSION 2 32 71 4458 30.7 79 .003 1 33 421 2047 14.1 4 .050 1 34 42112211 84.1 68 .005 * BASIN 30 MODIFIED 31 JULY 00 (JJF) TO SUBTRACT AREA FOR PROPOSED PARKING LOT 1 30 72 2613 21.2 73 .007 * BASIN 35 ADDED 31 JULY (JJF) FOR PROPOSED PARKING LOT 2 35 72 610 4.2 90 .009 0 0 1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 1 71 38 0 1 5.0 650.0 .0037 4.0 4.0 .035 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 1 72 40 0 1 5.0 950.0 .0043 4.0 4.0 .035 10.00 1 38 40 0 1 5.0 1900.0 .0043 4.0 4.0 .035 10.00 0 40 421 0 3 1 421 42 0 3 * CE 42 RATING CURVE LINEARLY EXTRAPOLATED TO 140 CFS 31 JULY 00 (JJF) 0 42 203 14 2 .01 0.1 .11 .001 100.0 .0 .0 0.44 10.98 2.89 12.35 8.20 13.53 13.60 15.07 17.12 16.66 19.55 18.39 21.32 19.76 22.72 50.03 23.90 82.24 24.95 106.91 25.75 119.19 26.09 123.38 27.30 140.00 205 203 204 5 3 .0 .0 18.39 0.00 19.76 0.16 123.38 101.70 0 M:UOBS1564-0141dataWEXTRAN2K1Model\Mod-SWMMyurWngZW14P4.dw 1 of 12 Printed: 9:12 AM. 08/04/00 ' 200.00 179.89 1 204 206 0 3 1 205 207 0 3 1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. .008 12.0 12.0 .016 0.50 ' 10.0 1513. .008 50.0 50.0 .020 10.00 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.33 24.0 7.0 24.0 214 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.70 30.5 8.0 30.5 215 36 3 2 0.1 100.0 .010 .013 0.1 .0 .0 6.70 17.5 8.0 17.5 212 126 3 2 0.1 100.0 .010 .013 0.1 .0 .0 0.1 15.8 10.0 15.8 0 1 1 ' 42 ENDPROGRAM v L ' M:UOBS\564-014Wata\EXTR4N2K\ModeKMod-SWMM\parking\564014P4.dw 2 of 12 Printed: 9:12 AM, 08/04/00 1 ' ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 ' DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA ' WATER RESOURCES ENGINEEERS. INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS ' MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985. JULY 1985) TAPE OR DISK ASSIGNMENTS ' JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** M:WOBS1564-0141data\EXTRAN2KVAodeMAod-SWMMlparldngl564014P4.doo 3 of 12 Printed: 9:12 AM, 08104/00 SEAR -BROWN SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS. THE TIME INTERVAL IS 5.00 MINUTES ' FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 FOR RAINGAGE NUMBER 2 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 ' 1.22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 .73 .71 .69 .67 .00 1 I 1 ' M:\JOBS\564-014\data\FXfRAN2K\ModeMAod•SWMM\parlung\564014P4.dw 4M 12 Printed: 9:12 AM, 08104N0 SEAR -BROWN ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT rSUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO 2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 r 21 125 9627.0 66.3 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 24 127 2600.0 10.6 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 23 126 6810.0 46.9 17.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 31 128 7536.0 51.9 49.7 0080 .016 .250 .100 .300 .51 .50 .00180 1 ' 20 124 7304.0 50.3 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 32 71 4458.0 30.7 79.0 .0030 .016 .250 .100 .300 .51 .50 .00180 2 33 421 2047.0 14.1 4.0 .0500 .016 .250 .100 .300 .51 .50 .00180 1 34 421 12211.0 84.1 68.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 r 30 72 2613.0 21.2 73.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 35 72 610.0 4.2 90.0 .0090 .016 .250 .100 .360 .51 .50 .00180 2 TOTAL NUMBER OF SUBCATCHMENTS, 10 rTOTAL TRIBUTARY AREA (ACRES). 380.30 r r r r r r r r r r rM:UOBS\564-014\data\EXTRAN2K\ModeiNod-SWMM\parking\564014P4.doc 5 of 12 Pdnled: 9:12 AM, 08/04/00 ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT i *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** ' WATERSHED AREA (ACRES) 380.300 TOTAL RAINFALL (INCHES) 2.962 TOTAL INFILTRATION (INCHES) .524 TOTAL WATERSHED OUTFLOW (INCHES) 2.250 ' TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .187 ERROR IN CONTINUITY. PERCENTAGE OF RAINFALL .000 I I I I I I I [] I I IM:UOBS\564-014\data\E) TRAN2MModel\Mod-SWMM\parking\564014P4.doc 6 of 12 Printed: 9:12AM, 0&04100 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK ' NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 36 35 0 1 CHANNEL 3.0 900. .0037 4.0 4.0 .060 10.00 1 71 38 0 1 CHANNEL 5.0 650. .0037 4.0 4.0 .035 10.00 1 35 38 0 1 CHANNEL 5.0 1300. .0037 4.0 4.0 .035 10.00 1 72 40 0 1 CHANNEL 5.0 950. .0043 4.0 4.0 .035 10.00 1 38 40 0 1 CHANNEL 5.0 1900. .0043 4.0 4.0 .035 10.00 1 40 421 0 3 .0 0. .0010 .0 .0 .001 10.00 0 421 42 0 3 .0 0. .0010 .0 .0 .001 10.00 1 42 203 14 2 PIPE .0 0. .1100 .0 .0 .001 100.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 11.0 2.9 12.4 8.2 13.5 13.6 15.1 17.1 16.7 19.6 18.4 21.3 19.8 22.7 50.0 23.9 82.2 24.9 106.9 25.8 119.2 ' 26.1 123.4 27.3 140.0 203 204 5 3 .0 0. .0010 .0 .0 .001 10.00 205 DIVERSION TO GUTTER NUMBER 205 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 18.4 .0 19.8 .2 123.4 101.7 200.0 179.9 204 206 0 3 .0 0. .0010 .0 .0 .001 10.00 1 205 207 0 3 .0 0. .0010 .0 .0 .001 10.00 1 124 212 0 1 CHANNEL .0 850. .0080 30.0 30.0 .035 10.00 1 ' 125 126 213 214 0 0 1 1 CHANNEL 2.0 2600. CHANNEL .0 1600. .0040 .0080 30.0 4.0 30.0 4.0 .016 .035 100.00 10.00 1 1 127 35 0 1 CHANNEL 2.0 1300. .0060 30.0 30.0 • .016 100.00 1 128 215 0 4 CHANNEL .0 1513. .0080 12.0 12.0 .016 .50 1 213 35 3 2 OVERFLOW 10.0 1513. PIPE .1 100. .0080 .0100 50.0 .0 50.0 .0 .020 .013 10.00 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.3 24.0 7.0 24.0 214 35 3 2 PIPE 1 100, 0110 .0 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .013 .10 .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.7 17.5 8.0 17.5 t 212 126 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 15.8 10.0 15.8 ' TOTAL NUMBER OF GUTTERS/PIPES. 20 ' M:U0SS\564-014\data\EXTRAN2K\Model\Mod-SWMM\parking\564014P4.doc 7 of 12 Pdnted: 9:12 AM, 0&04/00 SEAR -BROWN SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE ' 35 36 127 213 214 0 0 36 215 0 0 0 0 0 38 71 35 0 0 0 0 42 421 0 0 0 0 0 71 0 0 0 0 0 0 72 0 0 0 0 0 0 124 0 0 0 0 0 0 125 0 0 0 0 0 0 126 212 0 0 0 0 0 127 0 0 0 0 0 0 128 0 0 0 0 0 0 212 124 0 0 0 0 0 ' 213 125 0 0 0 0 0 214 126 0 0 0 0 0 215 128 0 0 0 0 0 I I I r 1 I I TRIBUTARY SUBAREA D.A.(AC) 0 0 0 0 0 0 0 0 0 0 226.0 0 0 0 0 0 0 0 0 0 0 51.9 0 0 0 0 0 0 0 0 0 0 256.7 0 0 0 0 0 0 0 0 0 0 380.3 32 0 0 0 0 0 0 0 0 0 30.7 30 35 0 0 0 0 0 0 0 0 25.4 20 0 0 0 0 0 0 0 0 0 50.3 21 0 0 0 0 0 0 0 0 0 66.3 23 0 0 0 0 0 0 0 0 0 97.2 24 0 0 0 0 0 0 0 0 0 10.6 31 0 0 0 0 0 0 0 0 0 51.9 0 0 0 0 0 0 0 0 0 0 50.3 0 0 0 0 0 0 0 0 0 0 66.3 0 0 0 0 0 0 0 '0 0 0 97.2 0 0 0 0 0 0 0 0 0 0 51.9 ' M:YOBS\564-014\data\EXTRAN2K\Model\Mod-SWMM\parking\564014P4.dw 8 of 12 Printed: 9:12 AM, 08/04/00 ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED SEAR -BROWN 31 JULY 2000: SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE: 564014P4.DAT HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER iTIME(HR/MIN) 42 0 5. .00 00(S) 0 10. .03 .00(S) 0 15. 3.22 13(S) 0 20. 11.03 .53(S) 0 25. 11.52 ' 1.40(S) 0 30. 12.45 3.33(S) 0 35. 13.39 7.56(S) 0 40. 14.81 12.70(S) 0 45. 16.47 ' 16.70(S) 0 50. 18.62 19.84(S) 0 55. 40.20 ' 22.27(S) 1 0. 84.25 23.99(S) 1 5. 109.25 25.10(S) 1 10. 120.23 25.83(S) 1 15. 126.57 26.32(S) 1 20. 130.99 26.64(S) 1 25. 133.75 26.85(S) 1 30. 135.25 26.95(S) 1 35. 135.91 27.00(S) ' 1 40. 135.97 27.01(S) 1 45. 135.63 26.98(S) 1 50. 135.00 26.94(S) 1 55. 134.03 26.87(S) 2 0. 132.70 26.77(S) 2 5. 131.00 26.64(S) 2 10. 128.81 26.49(S) 2 15. 126.21 26.30(S) 2 20. 123,30 M:VOBS\564-014\data\EXTRAN2MModeM7od-SWMM\parking\564014P4.dm 9 of 12 Printed: 9:12 AM, 08/04/00 26.08(S) 2 25. 120.51 86(S) 2 30. 117.7.28 25.63(S) 2 35. 113.77 25.40(S) 2 40. 110.38 25.18(S) 2 45. 107.15 24.97(S) ' 2 50. 102.71 24.77(S) 2 55. 98.61 24.60(S) 3 0. 94.96 24.44(S) 3 5. 91.70 24.30(S) ' 3 10. 88.78 24.18(S) 3 15. 86.16 24.07(S) 3 20. 83.79 ' 23.97(S) 3 25. 81.57 23.88(S) 3 31, 79,31 23.79(S) 3 35. 77.39 23.72(S) ' 3 40, 75.63 23.66(S) 3 45. 74.05 23.60(S) 3 50. 72.62 23.55(S) 3 55. 71.32 23.50(S) 4 0. 70.11 23.46(S) 4 5. 68.96 23.41(S) 4 10. 67.82 23.37(S) 4 15. 66.70 23.33(S) 4 20. 65.58 23.29(S) 4 25. 64.46 23.25(S) 4 30. 63.35 23.21(S) 4 35. 62.24 23.17(S) 4 40. 61.14 23.13(S) 4 45. 60.05 23.09(S) 4 50. 58.98 23.05(S) 4 55. 57.92 23.01(S) 5 0. 56.88 22.97(S) 5 5. 55.87 22.93(S) -. 5 10. 54.87 22.90(S) 5 15. 53.89 ' 22.86(S) 5 20. 52.94 22.83(S) M:UOBS%564-014WataXEXTRAN2KlModePmod-SWMMtpadungk564014P4.dm 10 of 12 Printed: 9:12 AM, 08/04/00 5 25. 52.00 22.79(S) 5 30, 51.09 22.76(S) 5 35. 50.20 22.73(S) ' S 40, 49.46 22.69(S) 5 45. 48.76 22.66(S) 5 50. 48.05 22.63(S) 5 55. 47.34 22.60(S) 6 0. 46.63 22.56(S) 6 5. 45.93 22.53(S) 6 10. 45.22 22.50(S) 6 15. 44.52 22.46(S) 6 20. 43.80 22.43(S) 6 25. 43.07 22.40(S) 6 30. 42.31 22.36(S) 6 35. 41.54 22.33(S) 6 40. 40.74 29(S) 6 45. 39.9.92 22.25(S) 6 50. 39.08 22.21(S) 6 55. 38.23 22.17(S) 7 0. 37.37 22.13(S) ' 7 5. 36.51 22.09(S) 7 10. 35.64 ' 22.05(S) 7 15. 34.77 22.01(S) 7 20. 33.91 21.97(S) ' 7 25. 33.05 21.93(S) 7 30. 32.20 21.90(S) 7 35. 31.37 21.86(S) 7 40. 30.54 21.82(S) 7 45. 29.73 21.78(S) '7 50. 28.94 21.74(S) 7 55. 28.16 21.71(S) 8 0. 27.39 21.67(S) ' THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 42 212 213 214 215 ' M:UOBSt564-0141datatFMRAN2KtModel\ModSWMM\parl ingl564014P4.dm 11 M 12 Printed: 9:12 AM, 08/04/00 ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED 31 JULY 2000; SB (JJF)INCLUDES PROP PARKING W/NEW RAINFALL FILE:,564014P4.DAT ' *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** ' CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 35 75.2 2.0 1 20. 36 17.5 1.5 2 20. . 38 179.6 2.8 0 45. 40 302.9 (DIRECT FLOW) 0 40. 42 136.0 .0 27.0 1 40. 71 199.2 3.1 0 40. 72 146.9 2.6 0 40. 124 89.8 1.1 0 45. 125 183.5 1.2 0 40. ' 126 120.2 2.6 0 40. 127 38.0 .6 0 40. 128- 221.7 1.2 0 40. 203 136.0 (DIRECT FLOW) 1 40. 204 21.7 (DIRECT FLOW) 2 20. 205 114.6 (DIRECT FLOW) 1 40. 206 21.7 (DIRECT FLOW) 2 20. 207 114.6 (DIRECT FLOW) 1 40. 212 15.8 .1 4.0 2 0, 213 24.0 .1 7.8 1 55. 214_ 29.4. .1 5.5 2 0. 215 17.5 .1 7.5 1 40. 421 852.5 (DIRECT FLOW) 0 35. ENDPROGRAM PROGRAM CALLED I t] i I it M.UOBS\564-014\data\EXTRAN2K\Model\Mod-SWMM\parWng\564014P4.doc 12 of 12 Printed: 9:12 AM, 08/04/00 1 APPENDIX G 1 ' BOX CULVERT DETAILS I I I L J I 7 I I I 18 I I"IH T.GG. GVJVJVJ Iu--I(Hill I.HKLtK WN(Y KETE 1 T12 1 ��w 1 1 I 1 1- 1 i w Z Q a U c N O W e fn m NO.407 P.2/2 Ln } �i. �1< � N p tj 6 1 `L . co .-I v u Q 4e LU i! v u.l O d 3 w_ w > o v U LU K J w W LL Q i0 IL CC O z � _ a - U W _ CY _ N Lo {1-I Q R� L O N p z � O ' ;< v a X The Sear -Brown Group UDFCD Riprap Design LI II 1 1 Project: Project Title Designer. JCE Project #. 000-000 Date: 23-May-2000 Location: Outfall Checked. Rectangular Pipe Outlet Box width: 8 ft Tailwater. 1.6 ft (variable/unknown) Box heighi 4 It Max Vel.: 5 Ws (soil dependent) Discharge 258.4 cfs 1. Required riprap type: Q/WHA1.5 = 4.04 < 8 --> use design charts H = 4.00 ft Yt/H = 0.40 Q/WHA0.5 = 16.15 d50 = 6.78 in - > 9 in - > Use Type L (Class 9) riprap 2. Expansion factor. 1 / [2 tan(theta)] = 2.2 3. Riprap length: At=QN= L = 142tan(theta)]'(At/Yt - W) _ 4. Governing limits: L>3H= 12 ft L<10H= 40 ft 5. Maximum depth: Depth = 2d50 = 2 (9 in / 12) _ 51.68 ft2 53 ft <=53ft-->OK decrease length to 40 ft 1.5 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width (minimum): Width = 2H = 2 (8 ft) = 16 ft (Extend riprap to minimum of culvert height or normal channel depth.) Summary. Type L (Class 9) riprap Length = 40 ft Depth = 1.5 ft Width = 16 ft ' 23-May-2000 APPENDIX H UTILITY PLANS 19 D x x x x x x x x x x x q < •9J N — EXISTING 1V TYPE R INLET•,�••�4,1111, - \` I .7 / 0.76 ; WALLfuRE ' ; I ASTNC 150 NRC 1 I EXISTING 10'- TYPE R INLET � � 8 Los I 1 r t9a i _..__..•._..i a I^mm..a.• 1Ej�1�.A .,e ..a 1 m®,.. T C r'" T T NI TYPE L (CL 9) RIPRAP SHALL BE PLACED AT THE END OF THE a' A 10' BOX CULIoRT AT THE COMPLETION OF EACH PHASE. \ FIE AS d LmeRw CALL UTILITY NOTIFICATIGN City of Forl Collins, Colorado CENTER OF COLORADO UTMM PUN APPROVAL LEGEND 1-800-922-1987 APPROVED: My Engineer DeM 15— PROPOSED FINISXED GRADE CONTOURS raR CHECKED BY: y EXISTING CONTOURS I aaera Dra n9a Water a WMe r IIDIIty Date PROPOSED INFLOW CURB k GUTTER CHECKED BY: yymmititmor PROPOSED WTFALL CURB k CUTTER 9brmeater ULWIy Date FASTING CURB AS WITTER CHECKED BY: U3. ROW DIRECTION k SLOPE PerYa & Naranon Dak BASIN OE51(iNATW CHECKED BY: Tonic Bryiveer Dale 0.70 e BASIN AREA SCALE 1-=50' CHECKED BY: BASIN BOUNDARY Can, AAAA •. 0 DESIGN PONT ROW DIRECTION • ACCESS RAMP m PROPOSED STORM DRAIN �T EXISTING STORM DRAIN J- F-M-M- -M�F MM • SILT PENCE %4 Nry LC4JRH CHASE -`aOrTAk THIS SHEET) I°mmia m � _ E .Man ra lD 0 are lA.I EXISTING 15' mrtlraa rrmrvmTYPE R INLET p DAIWA R \ ••�1._ _5 TYPE R NUT- ASK 16 SK mn Nmmr RMa r •,�amri a� 13j \ "� :ar Pd Sol as b • • 1r mom a awl Irt IIv 1 Iv It 1 rt / h- r r Y r ! r f Y M 4 �1 1Wr`IL 9FL11101 eu s adrmwls.I Simi up, 0400 1 SAID A am I WRAP �m MAr m I w I w I m I N9 t1uI IM, I .. rll Olmm pESp' BTI�F IT E4� ®1mm� L'l �. att r� W TYPICAL. R." IAYOUT etTr mia rt L�rL� t-r �. W_ 1 �LmerMl m.�..-�.r. �L-v rf �rrtf rry-I s sal�uAa li Malt It �maee¢wm UN AD I_.. I r rm �m monla �i.ua'i9n rl.f°In % r rrr.amm �t rf Mart M.rtart �v man ame w0 a am �• 7- !S rt !t Tt !t •.: rm Jam!®rg arorly .sm mmaw .Ju -�r� 19mn1IY 14L'I[ na�att mun ao.R'u �I•� m®allu �a�.v.900 rloa A/IROI s ��L m wnr Ivav- a M m. Son �1 rYl10PIi WING WALL DETAL BYO® a-K4 •�,a'o Imm ar4s>4mmW.a 9110 K. NASA At 4, Q. rW Na .e -Mn n AMC me r.ml F.ml aw"I A) I IsS 111r] QA no so 092 N 2 u am 031 }pry on no So am Y s zm aA am 28.0 0AD no o am M 4 . 4 am aN Sxw Ul no 0D an M u xR an am ay an Oo So an yo am am nDUN]*s mo US am A,yw '4 Do - 0 B e 112 la am . r r 'lo a0 an am -0 0 12 Im — am - 9 0 10 0o IA to .ID m 11 14 am aA -n 11 ;0 u IN �� to - u u p Im Lm am .O A 25 u 174 174 - N I4 19 Is an an - m m al Re am — — — — am - 17 17 41' ai 1R am • m m al' It aN am � 1aa mm Wr�bY 4YrY `y 1Krwl alrawl41e11-PtivE BiupSN.faI RWL Ia19Yr ry rr.4 5' TYPE R INIFI pmO 0 ISLAND CURB & WTTER Q� to Qr 2._0' \ A:1 SLOPE � - 6' MIN. A ° -0• • \ CURB CHASE FOR ISLAND cuRe ADD GUTTER . \ � ^� �... 5' TYPE R INLET AID •�' DyD �. �. -EASING tS 18- TO B�� V �� REPLACE 18- (CLMJ RCP ENSTiNG � L �, ` 121' NRCP. ��• EXISTING IS TYPE R INLET 0 1762 5' TYPE ASADe,00109 L.._.._.._..__,._.. _.._.._. �.D2a ...._.. _. 10TYPE R INLET IB RCP Y le4 lei r, s y d I�sa 3d�1�^l 1 w k;jb� Fn6rla Q �¢¢bjGq�3' tlg2�gb�� AS 3 O ry ILO s . in 0C 3 Mirri Ug,2 eft LL' N M86 r,LL 0 \tiRN \ K 1 T.� i O \ Q U �- �5. `i)117 a U N 0 w vYv/ U U z AS' WING \ Q 2 \ WALL FLARE V' 4 n O F In rUJOo <G w?U� a 2EunOO :0 Z m LL O TYPE L RIPRAP AG' z 16' PROJECT M. 564-014 DRAIING AD. C3.2A 1