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HomeMy WebLinkAboutDrainage Reports - 02/18/2000p 11 �t �lncrt. G3S3 works r wa CfASA F� 1 woric ' NORTH AMERICAN GREEN CHANNEL PROTECTION USER SPECIFIED CHANNEL LINING ANALYSIS OJECT NAME: FIRST ASSEMBLY CHURCH PROJECT NO.: 786-001 MPUTED BY: faucett DATE: 02-16-1998 OM STATION/REACH: 0 TO STATION/REACH: 10 #77 RAINAGE AREA: 10 ACRES DESIGN FREQUENCY: 100 YR ------------------------------------------------------•--------------------- ' hannel Bottom Side Slope Lt. Side Slope Rt. Channel Slope Width (ft) (Horz. to 1) (Horz. to 1) (ft/ft) ------------------------------------------------------ 10.00 10.0 10.0 0.010 '--------------------------------------------------------------------------- ischarge (cfs) 40.4 Peak Flow Period (hrs) 6.0 Velocity Area (ft/sec) (sf) 2.41 16.77 I Lining � fanning Type Coeitf4cient ---------------- ------ ---- 1� 50 0.044\ aple E lase 2 (New Vegetation) Permissible Shear (lb/sf) --------------- 4.50 Hydraulic Radius (ft) ------------- 0.60 Calculated Shear (lb/sf) ------------- 0.55 �' 6ZL&-) Rol/\ " 39 3 Normal Depth (ft) ------------ 0.89 Safety Factor 8.12 Remark 6�VAIM I Timberline Church x-section C-10 Cross Section for Irregular Channel Project Description Project File untitled.fm2 Worksheet Timberline Church X-section c-10 Flow Element Irregular Channel Method Manning's Formula Solve For Water Elevation r Section Data i Wtd. Mannings Coefficient 0.030 Channel Slope 0.015100 ft/ft Water Surface Elevation 27.57 ft -� Discharge 50.40 cfs -------------------------------------------------------------------------------- 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 ----- ' ---- ---_-- -----------'-------- ------ 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 T T ' 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - I 1 ♦ 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 27.01 i ' 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 Station (ft) 10/04/99 10:46:53 AM FlowMaster v5.15 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 the rating curve analysis. For Detention Pond 211, a conceptual 2-point rating curve was developed to limit the discharge to 9 cfs with the following values: (1) zero storage volume, zero discharge; and (2) required storage volume, allowable discharge (9 cfs). The results of an iterative analysis indicated that the required active storage volume is 2.3 acre-feet. This volume compares with a required volume of 1.4 acre-feet as documented in the Master Plan. As noted in the previous section, if the imperviousness of the future church site is greater than 40 percent, additional detention volume will be required to meet the allowable release rates in the regional channel. A summary of the detention pond statistics is given in Table 2.3. Documentation of the development of the storage discharge rating curves for the detention ponds is provided in Appendix C. The input and output for the developed condition MODSWMM model are included in Appendix D. Table 2.3. Summary of Detention Pond Statistics for the 100-Year Event. Detention Pond 1994 Pinecone O.D.P. 1981 Master Plan Active Storage Volume. (ac-ft) Maximum Release Rate (cfs) Active Storage Volume (ac-ft) Maximum <Release Rate..;: (cfs) 210 1.0 21.3 . 2.1 24 211 2.3 9.0 1.4 11 213 10.3' 44.1 6.1 24` 214 8.4 20.3b 5.5 24 ' The sum of storage volume in the four on -site detention ponds for the Fort Collins High School is 10.3 ac-ft. The storage volume in Detention Pond 213 is 7.8 ac-ft. The maximum release rate from Detention Pond 214 is 20.3 cfs. The subdrain for the Dakota Ridge development contributes an additional one (1) cfs to the south storm sewer. ` Maximum release rate of 24 cfs revised to 44 cfs by 1992 Overall Drainage Study for Pinecone P.U.D. 13 11.247 .0 5.8 17.2 0.165 9.9 2.826 13.2 8.481 16.4 0 172 173 6 2 .1 1000. .008 .0 .0 0.100 1.50 .0 0.0 0.031 3.9 0.435 16.8 1.610 28.1 3.384 30.5 6.488 34.0 0 173 56 0 5 2.3 1500. .0022 .0 .0 0.013 2.3 ' 2.0 1500. .0022 30.0 30.0 0.016 100.00 0 74 173 0 2 1.5 100. .010 .0 .0 0.023 1.50 0 75 76 8 1 .1 1000. .001 1.0 1.0 0.100 .01 .0 .0 0.020 0.5 0.159 1.3 0.393 2.1 0.738 3.0 0.971 3.0 1.260 18.4 1.782 60.0 ' 0 79 76 3 2 .1 1000. .001 0.0 0.0 0.100 .01 .0 .0 0.580 10.0 0.600 125.0 0 76 77 0 5 1.0 700. .003 .0 .0 0.013 1.00 1.0 700. .003 30.0 30.0 0.016 100.00 0 77 78 0 5 2.0 1100. .002 .0 .0 0.013 2.00 ' 2.0 1100. .002 30.0 30.0 0.016 100.00 0 78 88 0 1 5.0 1400. .0084 4.0 4.0 0.036 100.00 0 211 88 2 2 0.1 1000. .010 .0 .0 0.100 0.10 0 .0 212 99 .0 0 2 2.27 2.5 100. 10. .010 .0 .0 0.013 2.50 0 210 78 9 2 0.1 80. .005 .0 .0 0.013 0.10 0.0 0.0 0.50 6.59 0.62 13.08 0.78 17.30 0.93 20.65 1.11 23.54 1.29 26.11 1.50 28.46 1.1 30.62 ' 0 8 1 207 0 1 2.5 1850. .005 30.0 30.0 0.016 100.00 0 207 82 3 2 0.1 1000. .010 .0 .0 0.100 0.10 .0 .0 5.0 20. 7.0 20. 0 82 83 0 5 4.0 1350. .004 .0 .0 0.013 2.50 4.0 1350. .004 30.0 30.0 0.013 100.00 0 208 83 3 2 0.1 1000. .010 .0 .0 0.100 0.10 .0 1 .0 3.7 20. 5.0 20. 0 83 184 0 5 4.5 1300. .004 .0 .0 0.016 3.00 4.5 1300. .004 30.0 30.0 0.016 100.00 0 209 184 3 2 0.1 1000. .010 .0 .0 0.100 0.10 ' .0 .0 2.9 9. 4.0 9. 0 184 94 0 5 4.5 1850. .0056 .0 .0 0.013 3.00 4.5 1850. .0056 30.0 30.0 0.016 100.00 ' 0 0 85 215 211 95 0 1 0 2 2.0 4.0 6500. 800. .003 .003 30.0 .0 30.0 .0 0.016 0.013 100.00 4.00 0 86 216 0 1 2.0 1600. .004 30.0 30.0 0.040 100.00 0 216 94 0 2 2.0 100. .010 .0 .0 0.013 2.00 0 87 95 0 1 25.0 2600. .0004 3.0 3.0 0.030 100.00 0 88 94 0 4 3.0 1350. .012 4.0 4.0 0.040 4.00 35.0 1350. .012 30.0 30.0 0.060 100.00 0 90 91 0 5 3.0 2700. .007 .0 .0 0.013 3.00 2.0 2700. .007 30.0 30.0 0.016 100.00 0 91 96 0 5 3.0 1300. .030 .0 .0 0.013 3.00 2.0 1300. .030 1.0 1.0 0.016 3.00 ' 0 193 96 0 2 2.5 100. .0055 .0 .0 0.013 2.50 0 94 95 0 1 1.0 3000. .010 20.0 20.0 0.040 100.00 0 95 96 0 1 25.0 1300. .0004 3.0 3.0 0.030 100.00 0 96 0 1 25.0 100. .0004 3.0 3.0 0.030 100.00 1 301 321 0 3 1 1 302 324 0 1 2.0 1650 .009 30. 30. .020 100. 0 303 335 4 2 0.1 1 .010 0. 0. .016 8.00 0.00 0.00 0.60 1.70 1.25 4.80 1.97 8.80 ' 1 0 304 306 335 307 0 1 4 2 2.0 0.1 700 1 .010 .010 6. 0. 6. 0. .070 .016 100. 8.00 0.00 0.00 0.11 16.40 0.17 17.60 0.40 82.00 1 307 308 0 5 2.5 343 .006 0. 0. .013 2.50 2.0 343 .006 30. 30. .020 100. 1 308 309 0 5 3.0 365 .005 0. 0. .013 3.00 ' 2.0 365 .005 30. 30. .020 100. 1 309 334 0 5 3.0 532 .007 0. 0. .013 3.00 2.0 532 .015 6. 6. .070 100. 1 310 336 0 1 2.0 1330 .007 0. 30. .020 100. 1 311 328 0 3 1 ' 1 312 335 0 1 2.0 1000 .010 6. 6. .070 100. 0 313 334 3 2 0.1 1 .010 0. 0. .016 8.00 0.00 0.00 0.80 2.30 1.70 6.90 1 314 307 0 1 2.0 500 .008 30. 30. .020 100. 1 315 307 0 1 2.0 500 .008 30. 30. .020 100. 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.0100 .016 .250 .100 .300 .51 .50 .00180 25 34 4500.0 93.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 26 35 1700.0 35.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 27 36 1100.0 11.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 28 37 700.0 4.8 50.0 .0400 .016 .250 .100 .300 .51 .50 .00180 29 43 4200.0 64.5 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 30 31 40 38 2800.0 4600.0 64.6 57.7 21.0 40.0 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 32 42 1400.0 26.9 27.0 .0050 .0080 .016 .250 .100 .300 .51 .50 .00180 33 48 500.0 3.7 90.0 .0070 .016 .250 .100 .300 .51 .50 .00180 34 45 800.0 16.9 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 35 47 1200.0 18.0 10.0 .0150 .016 .250 .100 .300 .51 .50 .00180 36 45 2000.0 18.0 90.0 .0300 .016 .250 .100 .300 .51 .50 .00180 37 50 7800.0 269.0 76.0 .0300 .016 .250 .100 .300 .51 .50 .00180 38 51 4400.0 34.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 39 53 55 1000.0 7300.0 32.1 202.3 3.0 40.0 .0100 .016 .250 .100 .300 .51 .51 .50 .50 .00180 .00180 40 41 172 700.0 5.8 90.0 .0070 .0100 .016 .016 .250 .250 .100 .100 .300 .300 .51 .50 .00180 42 172 1000.0 14.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 142 173 1200.0 35.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 43 74 600.0 26.5 7.0 .0100 .016 .250 .100 .300 .51 .50 .00180 44 58 4600.0 50.2 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 45 62 6600.0 151.8 53.0 .0080 .016 .250 .100 .300 .51 .50 .00180 46 47 60 63 2400.0 2000.0 30.2 91.4 40.0 40.0 .0070 .0080 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 48 65 2000.0 74.1 40.0 .0060 .016 .250 .100 .300 .51 .50 .00180 49 67 3200.0 42.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 50 57 500.0 7.3 65.0 .0220 .016 .250 .100 .300 .51 .50 .00180 150 157 2400.0 30.1 65.0 .0080 .016 .250 .100 .300 .51 .50 .00180 51 70 2600.0 69.7 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 52 79 600.0 16.9 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 53 75 600.0 12.3 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 54 81 1800.0 52.7 60.0 .0030 .016 .250 .100 .300 .51 .50 .00180 55 208 1300.0 56.5 40.0 .0060 .016 .250 .100 .300 .51 .50 .00180 56 209 1300.0 36.1 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 57 85 6500.0 166.2 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 58 212 2650.0 80.9 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 59 60 450 211 1484.0 1143.0 22.7 8.1 76.0 53.0 .0060 .016 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 400 78 1839.0 7.5 30.0 .0050 .0050 .016 .016 .250 .250 .100 .300 .51 .50 .00180 401 451 1525.0 7.0 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 210 500.0 12.0 64.0 .0090 .016 .250 .100 .300 .51 .50 .00180 '61 62 77 1800.0 2.0 99.0 .0070 .016 .250 .100 .300 .51 .50 .00180 63 193 1310.0 93.0 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 641 361 5000.0 14.5 40.0 .0250 .016 .250 .100 .500 .51 .50 .00180 642 365 1700.0 7.1 40.0 .0070 .016 .250 .100 .500 .51 .50 .00180 643 363 3750.0 23.5 16.5 40.0 40.0 .0070 .016 .250 .100 .500 .51 .51 .50 .50 .00180 .00180 644 645 364 351 2850.0 3620.0 4.5 10.0 .0063 .0400 .016 .016 .250 .250 .100 .100 .500 .500 .51 .50 .00180 651 88 1650.0 26.5 32.0 .0100 .016 .250 .100 .300 .51 .50 .00180 88 1200.0 27.3 6.0 .0200 .016 .250 .100 .300 .51 .50 .00180 '652 66 94 5800.0 85.7 19.0 .0200 .016 .250 .100 .300 .51 .50 .00180 67 86 1500.0 28.3 40.0 .0360 .016 .250 .100 .300 .51 .50 .00180 68 87 1800.0 60.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 69 95 1300.0 47.0 40.0 .0300 .016 .250 .100 .300 .51 .50 .00180 301 301 300.0 1.4 99.9 .0010 .016 .250 .100 .300 .51 .50 .00180 302 302 2800.0 18.1 55.0 .0200 .016 .250 .100 .300 .51 .50 .00180 303 303 1400.0 10.3 18.0 .0100 .016 .250 .100 .300 .51 .50 .00180 304 304 700.0 4.4 .0 .0100 .016 .250 .100 .300 .51 .50 .00180 '305 306 334 306 450.0 600.0 5.1 4.5 3.0 55.0 .0120 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 307 307 600.0 . 7.6 85.0 .0200 .0100 .016 .250 .100 .300 .51 .50 .00180 308 308 300.0 4.7 93.0 .0100 .016 .250 .100 .300 .51 .50 .00180 309 309 1000.0 3.3 24.0 .0100 .016 .250 .100 .300 .51 .50 .00180 310 310 1700.0 6.0 33.0 .0100 .016 .250 .100 .300 .51 .50 .00180 311 311 700.0 1.7 99.9 .0010 .016 .250 .100 .300 .51 .50 .00180 312 312 1000.0 8.5 .0 .0200 .016 .250 .100 .300 .51 .50 .00180 313 313 2200.0 3.4 33.0 .0200 .016 .250 .100 .300 .51 .50 .00180 314 500.0 2.8 89.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '314 315 315 500.0 2.8 89.0 .0100 .016 .250 .100 .300 .51 .50 .00180 316 335 430.0 5.7 .0 .0080 .016 .250 .100 .300 .51 .50 .00180 TOTAL NUMBER OF SUBCATCHMENTS, 95 r TOTAL TRIBUTARY AREA (ACRES), 3363.90 FOOTHILLS BASIN SWMM MODEL -- MODIFIED FOR PINECONE OVERALL DRAINAGE PLAN 12 33. .1 .3 1.4 1.0 .0 3.8 6.0 2 34. .1 .3 1.4 .9 .0 3.7 5.9 2 35. .1 .3 1.3 .9 .0 3.7 5.8 �2 36. .1 .2 1.3 .9 .0 3.6 5.8 2 37. .1 .2 1.3 .9 .0 3.5 5.7 2 38. .1 .2 1.3 .9 .0 3.5 5.6 2 39. .1 .2 1.2 .8 .0 3.4 5.5 40. .1 .2 1.2 .8 .0 3.4 5.5 2 �2 41. .1 .2 1.2 .8 .0 3.3 5.4 2 42. .1 .2 1.2 .8 .0 3.3 5.3 2 43. .1 .2 1.1 .8 .0 3.2 5.3 2 44. .1 .2 1.1 .8 .0 3.2 5.2 2 45. .0 .2 1.1 .7 .0 3.1 5.1 2 46. .0 .2 1.1 .7 .0 3.1 5.1 2 47. .0 .2 1.0 .7 .0 3.0 5.0 2 48. .0 .2 1.0 .7 .0 3.0 5.0 49. .0 .2 1.0 .7 .0 2.9 4.9 �2 2 50. .0 .2 1.0 .7 .0 2.9 4.8 2 51. .0 .2 1.0 .6 .0 2.9 4.8 2 52. .0 .2 .9 .6 .0 2.8 4.7 53. .0 .2 .9 .6 .0 2.8 4.7 2 12 54. .0 .2 .9 .6 .0 2.7 4.6 2 55. .0 .1 .9 .6 .0 2.7 4.6 2 56. .0 .1 .9 .6 .0 2.7 4.5 2 57, 0 1 8 6 0 2.6 4.4 58. .0 .1 .8 .6 .0 2.6 4.4 �2 2 59. .0 .1 .8 .5 .0 2.6 4.3 3 0. .0 .1 .8 .5 .0 2.5 4.3 IOTHILLS BASIN SWMM MODEL -- MODIFIED FOR PINECONE OVERALL DRAINAGE PLAN FILE: timber.dat Sear Brown 08/12/99 modified for Timberline Church I *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** #TERSHED AREA (ACRES) 3303.900 TOTAL RAINFALL (INCHES) 2.890 ITAL INFILTRATION (INCHES) .437 TOTAL WATERSHED OUTFLOW (INCHES) 1.992 TAL SURFACE STORAGE AT END OF STROM (INCHES) .460 ROR IN CONTINUITY, PERCENTAGE OF RAINFALL .004 110THILLS BASIN SWMM MODEL -- MODIFIED FOR PINECONE OVERALL DRAINAGE PLAN FILE: timber.dat Sear Brown 08/12/99 modified for Timberline Church TIER MBER � � 1 102 4 05 5 103 01 6 7 8 9 WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER NDP NP OR DIAM LENGTH SLOPE HORI2 TO VERT MANNING DEPTH JK CONNECTION (FT) (FT) (FT/FT) L R N (FT) 102 0 1 CHANNEL 2.0 2700. .0100 30.0 30.0 .016 100.00 0 5 0 2 PIPE 2.0 1600. .0090 .0 .0 .013 2.00 0 102 0 1 CHANNEL 2.0 2100. .0040 30.0 30.0 .016 100.00 0 6 0 2 PIPE 1.5 100. .0100 .0 .0 .013 1.50 0 6 0 5 PIPE 2.0 1650. .0020 .0 .0 .013 2.00 0 OVERFLOW 1.0 1650. .0020 30.0 30.0 .016 100.00 201 0 1 CHANNEL 2.0 2400. .0090 30.0 30.0 .016 100.00 0 6 0 2 PIPE 1.5 100. .0100 .0 .0 .013 1.50 0 7 0 5 PIPE 2.5 600. .0030 .0 .0 .013 2.50 0 OVERFLOW 2.0 600. .0030 30.0 30.0 .016 100.00 10 0 1 CHANNEL 4.0 1400. .0080 3.0 3.0 .040 100.00 0 109 0 1 CHANNEL 4.0 1000. .0070 30.0 30.0 .016 100.00 0 10 8 2 PIPE .1 1000. .0100 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .3 1.5 .6 1.8 1.0 2.1 1.4 2.3 1.8 2.5 2.0 81.2 103 2.49( ) 3.53( ) .57(S) 3.80( ) 2.01( ) 1.60( ) 2.71( ) 7.24( ) 1.13(S) .58(S) 1 34. 24.16 401.32 9.77 449.19 44.06 64.37 682.33 947.78 331.19 10.65 1 35. 2.48( 23.66 ) 3.53( ) 401.14 .57(S) 9.73 3.80( ) 448.45 2.01( ) 44.06 1.60( 64.38 ) 2.71( 680.57 ) 7.23( 944.79 ) 1.14(S) 332.13 .58(S) 10.24 2.47( ) 3.53( ) .56(S) 3.80( ) 2.01( ) 1.60( ) 2.70( ) 7.22( ) 1.15(S) .57(S) 1 36. 23.20 400.99 9.68 447.76 44.06 64.38 678.84 941.84 333.05 9.85 2.47( ) 3.52( ) 56(S) 3.80( ) 2.011 ) 1.60( ) 2.70( ) 7.21( ) 1.16(S) 56(S) 1 37. 22.75 400.88 9.63 447.11 44.07 64.39 677.16 938.92 333.97 9.48 2.46( ) 3.52( ) .56(S) 3.79( ) 2.01( ) 1.60( ) 2.70( ) 7.20( ) 1.18(S) .55(S) 1 38. 22.32 400.80 9.57 446.50 44.07 64.39 675.52 936.04 334.86 9.13 2.45( ) 3.52( ) .56(S) 3.79( ) 2.01( ) 1.60( ) 2.70( ) 7.18( ) 1.19(S) .55(S) 1 39. 21.92 400.76 9.52 445.94 44.07 64.40 673.92 933.21 335.75 8.80 2.45( ) 3.52( ) .55(S) 3.79( ) 2.01( ) 1.60( ) 2.69( ) 7.17( ) 1.20(S) .54(S) 1 40. 21.53 400.75 9.46 445.43 44.08 64.40 672.37 930.43 336.61 8.49 2.44( ) 3.52( ) .55(S) 3.79( ) 2.01( ) 1.60( ) 2.69( ) 7.16( ) 1.21(S) .54(S) 1 41. 21.15 400.77 9.40 444.96 44.09 64.41 670.87 927.71 337.47 8.19 2.43( ) 3.52( ) .55(S) 3.79( ) 2.01( ) 1.60( ) 2.69( ) 7.15( ) 1.22(S) .53(S) 1 42. 20.80 400.81 9.34 444.53 44.09 64.41 669.42 925.04 338.31 7.92 2.43( ) 3.52( ) .54(S) 3.78( ) 2.01( ) 1.60( ) 2.69( ) 7.14( ) 1.23(S) .52(S) 1 43. 20.45 400.88 9.28 444.15 44.10 64.42 668.02 922.43 339.13 7.65 2.42( ) 3.52( ) .54(S) 3.78( ) 2.01( ) 1.60( ) 2.69( ) 7.13( ) 1.25(S) .52(S) 1 44. 20.12 400.98 9.22 443.79 44.11 64.42 666.68 919.89 339.94 7.40 2.42( ) 3.52( ) .53(S) 3.78( ) 2.01( ) 1.60( ) 2.68( ) 7.12( ) 1.26(S) .51(S) 1 45. 19.80 401.09 9.15 443.48 44.12 64.43 665.39 917.40 340.74 7.16 2.41( ) 3:52( ) .53(S) 3.78( ) 2.01( ) 1.60( ) 2.68( ) 7.11( ) 1.27(S) .51(S) 1 46. 19.50 401.23 9.09 443.19 44.13 64.44 664.15 914.99 341.53 6.94 2.41( ) 3.53( ) .53(S) 3.78( ) 2.01( ) 1.60( ) 2.68( ) 7.10( ) 1.28(S) .51(S) 1 47. 19.20 401.37 9.02 442.94 44.14 64.44 662.96 912.64 342.30 6.73 2.40( ) 3.53( ) .52(S) 3.78( ) 2.01( ) 1.60( ) 2.68( ) 7.09( ) 1.29(S) .50(S) 1 48. 18.91 401.55 8.96 442.72 44.15 64.45 661.82 910.35 343.06 6.58 2.39( ) 3.53( ) .52(S) 3.78( ) 2.01( ) 1.60( ) 2.68( ) 7.09( ) 1.30(S) .50(S) 'I'1 49. 18.63 401.76 8.89 442.53 44.15 64.45 660.73 908.13 343.80 6.53 2.39( ) 3.53( ) .52(S) 3.78( ) 2.01( ) 1.60( ) 2.67( ) 7.08( ) 1.31(S) .49(S) 1 50. 18.36 402.01 8.82 442.37 44.16 64.45 659.69 905.97 344.54 6.48 2.38( ) 3.53( ) .51(S) 3.78( ) 2.01( ) 1.60( ) 2.67( ) 7.07( ) 1.32(S) .49(S) 1 51. 18.10 402.28 8.75 442.23 44.16 64.45 658.68 903.87 345.25 6.43 2.38( ) 3.53( ) .51(S) 3.78( ) 2.01( ) 1.60( ) 2.67( ) 7.06( ) 1.33(S) .49(S) 1 52. 17.84 402.55 8.68 442.08 44.17 64.45 657.67 901.81 345.92 6.38 2.37( ) 3.53( ) .50(S) 3.78( ) 2.01( ) 1.60( ) 2.67( ) 7.05( ) 1.34(S) .48(S) 1 53. 17.58 402.80 8.61 441.92 44.17 64.44 656.69 899.78 346.58 6.33 2.37( ) 3.53( ) .50(S) 3.78( ) 2.01( ) 1.60( ) 2.67( ) 7.04( ) 1.34(S) .48(S) 1 54. 17.33 403.04 8.53 441.77 44.17 64.44 655.72 897.79 347.20 6.28 2.36( ) 3.53( ) .49(S) 3.78( ) 2.01( ) 1.60( ) 2.67( ) 7.04( ) 1.35(S) .48(S) 1 55. 17.08 403.27 8.46 441.63 44.17 64.43 654.79 895.83 347.80 6.23 2.35( ) 3.53( ) .49(S) 3.77( ) 2.01( ) 1.60( ) 2.67( ) 7.03( ) 1.36(S) .47(S) 1 56. 16.84 403.49 8.38 441.49 44.17 64.42 653.88 893.91 348.38 6.17 2.35( ) 3.53( ) .49(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 7.02( ) 1.37(S) .47(S) 1 57. 16.61 403.70 8.31 441.36 44.17 64.41 653.00 892.03 348.94 6.12 Ill 2.34( ) 3.53( ) .48(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 7.01( ) 1.38(S) .46(S) 58. 16.38 403.91 8.23 441.24 44.16 64.40 652.15 890.19 349.48 6.07 2.34( ) 3.54( ) .48(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 7.01( ) 1.38(S) .46(S) 1 59. 16.15 404.11 8.15 441.13 44.15 64.38 651.34 888.39 350.01 6.01 2.33( ) 3.54( ) .47(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 7.00( ) 1.39(S) .46(S) 2 0. 15.93 404.31 8.07 441.02 44.15 64.36 650.55 886.63 350.52 5.96 2.33( ) 3.54( ) .47(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 6.99( ) 1.40(S) .45(S) 2 1. 15.72 404.49 7.99 440.89 44.14 64.34 649.78 884.91 351.01 5.90 2.32( ) 3.54( ) .46(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 6.99( ) 1.40(S) .45(S) 2 2. 15.50 404.64 7.91 440.72 44.13 64.32 649.00 883.21 351.48 5.85 2.31( ) 3.54( ) .46(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 6.98( ) 1.41(S) .44(S) 2 3. 15.29 404.76 7.83 440.53 44.12 64.30 648.21 881.52 351.91 5.79 2.31( ) 3.54( ) .45(S) 3.77( ) 2.01( ) 1.60( ) 2.66( ) 6.97( ) 1.42(S) .44(S) 2 4. 15.08 404.86 7.74 440.31 44.11 64.27 647.43 879.85 352.32 5.73 2.30( ) 3.54( ) .45(S) 3.77( ) 2.01( ) 1.60( ) 2.65( ) 6.97( ) 1.42(S) .43(S) 2 5. 14.87 404.94 7.66 440.09 44.09 64.25 646.65 878.20 352.72 5.68 2.30( ) 3.54( ) .44(S) 3.77( ) 2.01( ) 1.60( ) 2.65( ) 6.96( ) 1.43(S) .43(S) ' 2 6. 14.67 405.01 7.57 439.86 44.08 64.22 645.88 876.57 353.09 5.62 2.29( ) 3.54( ) .44(S) 3.77( ) 2.01( ) 1.60( ) 2.65( ) 6.95( ) 1.43(S) .43(S) 2 7. 14.47 405.07 7.49 439.62 44.07 64.19 645.12 874.95 353.45 5.56 2.28( ) 3.54( ) .43(S) 3.77( ) '-2.01( ) 1.60( ) 2.65( ) 6.95( ) 1.44(S) .42(S) 2 8. 14.27 405.12 7.40 439.38 44.06 64.17 644.37 873.36 353.80 5.50 2.28( ) 3.54( ) .43(S) 3.77( ) 2.01( ) 1.60( ) 2.65( ) 6.94( ) 1.44(S) .42(S) - 2 9. 14.07 405.16 7.31 439.15 44.04 64.14 643.64 871.79 354.13 5.44 2.27( ) 3.54( ) .42(S) 3.77( ) 2.01( ) 1.60( ) 2.65( ) 6.93( ) 1.45(S) .41(S) 2 10. 13.88 405.19 7.22 438.91 44.03 64.11 642.91 870.25 354.45 5.38 2.26( ) 3.54( ) .42(S) 3.77( ) 2.01( ) 1.60( ) 2.65( ) 6.93( ) 1.45(S) .41(S) 2 11. 13.70 405.21 7.13 438.67 44.02 64.08 642.20 868.73 354.76 5.32 2.26( ) 3.54( ) .41(S) 3.76( ) 2.01( ) 1.60( ) 2.65( ) 6.92( ) 1.45(S) .40(S) 2 12. 13.51 405.23 7.05 438.43 44.00 64.04 641.50 867.24 355.06 5.26 I I2 49 278.1 2.2 0 37. 50 33.5 .1 75.3 2 46. ' 51 52 144.9 126.7 2.4 4.5 0 0 41. 47. 53 157.4 3.1 0 53. 54 141.0 3.7 1 3. 55 551.7 5.1 1 3. 56 359.4 .1 35.1 2 45. 57 359.5 .1 2.3 2 47. 58 214.0 1.2 0 52. 59 8.2 1.8 15.8 3 0. 60 61 .. 47 47.9 1.9 0 0 5. 588. 62 194.5 .1 16.6 1 6. 63 214.0 1.2 0 39. 64 193.3 3.9 0 44. 65 167.9 1.2 0 40. 66 47.1 .1 37.5 3 0. 67 141.7 1.0 0 37. 69 47.1 2.2 3 0. 70 171.2 1.1 0 40. 71 15.8 .1 7.5 2 23. 74 6.4 1.5 .8 2 26. 75 20.0 .0 1.3 0 57. 76 5.5 1.8 0 . 77 56.5 2.8 0 54 54. 78 406.4 3.5 1 15. 79 106.5 .1 .6 0 36. 81 143.9 1.0 0 42. 82 82.8 3.0 2 41. 83 102.8 3.8 2 44. 85 256.4 1.4 0 51. 86 62.9 1.1 0 45. 87 88 7. 475.0 1. 3.99 0 0 5. 577. 90 44.2 2.0 1 55. 91 64.5 1.6 1 50. 94 719.8 2.8 1 8. 95 902.6 7.1 1 11. 96 998.7 7.4 1 12. 98 53.6 .7 0 36. 102 23.1 2.0 13.9 2 24. 103 105 86.5 11.3 .7 1.5 7.2 0 2 41. 36. 109 51.2 .1 2.6 0 58. 116 100.3 2.7 1 58. 120 101.3 2.5 3 0. 15757 360.E .1 1.5 2 52. 162 194.5 (DIRECT FLOW) 1 6. 172 27.3 .1 1.5 0 56. 173 104.8 3.3 0 42. 184 111.8 2.9 2 47. 193 32.7 2.5 5.6 1 41. 201 11.3 1.5 3.5 2 8. 202 3.8 1.0 .8 1 42. 203 204 11.3 47.1 1.5 2.2 6.1 2 0 29. 40. 205 1.7 1.0 2.7 2 7. 206 24.3 2.0 1.2 0 58. 207 20.0 .1 6.1 1 58. 208 20.0 .1 4.7 1 47. 209 9.0 .1 3.6 2 9. 210 21.1 .1 1.0 0 53. 211 19.8 .1 4.1 1 16. 212 213 44.1 44.1 2.5 .1 4.8 7.8 1 1 20, 31. 214 20.3 .1 8.4 1 40. 215 84.6 4.0 10.6 1 59. 216 24.3 2.0 1.6 1 25. 301 10.2 (DIRECT FLOW) 0 35. 302 81.8 .8 0 37. 303 7.5 .1 1.7 1 16. 304 7.7 .8 0 51. '306 307 27.4 110.8 .1 3.3 .2 0 0 38. 37. 308 133.9 3.9 0 38. 309 136.8 5.3 0 42. 310 21.4 .6 0 40. lzo ' 0.00 0.00 0.60 1.70 1.25 4.80 1.97 8.80 1 304 335 0 1 2.0 700 .010 6. 6. .070 100. 0 306 307 4 2 0.1 1 .010 0. 0. .016 8.00 '0.00 0.00 0.11 16.40 0.17 17.60 0.40 82.00 1 307 308 0 5 2.5 343 .006 0. 0. .013 2.50 2.0 343 .006 30. 30. .020 100. 1 308 309 0 5 3.0 365 .005 0. 0. .013 3.00 2.0 365 .005 30. 30. .020 100. 1 309 334 0 5 3.0 532 .007 0. 0. .013 3.00 2.0 532 .015 6. 6. .070 100. 1 310 336 0 1 2.0 1330 .007 0. 30. .020 100. '1 311 328 0 3 1 1 312 335 0 1 2.0 1000 .010 6. 6. .070 100. 0 313 334 3 2 0.1 1 .010 0. 0. .016 8.00 0.00 0.00 0.80 2.30 1.70 6.90 1 314 307 0 1 2.0 500 .008 30. 30. .020 100. 1 315 307 0 1 2.0 500 .008 30. 30. .020 100. 323 321 322 3 3 1 0.00 0.00 8.60 0.00 1006.70 1000.00 1 322 331 0 3 1 1 323 302 0 3 1 ' 326 324 325 3 3 1 0.00 0.00 35.70 0.00 1029.40 1000.00 1 325 327 0 3 1 1 326 303 0 1 10.0 300 .013 20. 20. .070 8. 1 327 335 0 2 2.5 1160 .0054 0. 0. .013 2.5 330 328 329 3 3 1 0.00 0.00 8.10 0.00 1008.10 1000.00 1 329 332 0 3 - 1 1 3330 3 1 1 331 30606 0 2 1.5 439 .0060 0. 0. .013 1.5 1 332 309 0 2 1.5 539 .0050 0. 0. .013 1.5 337 336 338 3 3 1 0.00 0.00 16.80 0.00 1016,81 1000,00 1 338 213 0 3 1 1 337 335 0 3 1 1 335 213 0 3 1 1 334 213 0 3 1 0 213 90 15 2 0.1 1. .010 .0 .0 0.013 2.00 .0 .0 0.0 9.86 0.2 19.2 0.5 25.16 1.15 32.4 2.1 35.81 3.45 39.04 4.6 41.31 5.45 42.53 6.3 43.28 6.85 43.83 7.25 44.02 7.55 44.17 7.7 44.17 7.8 44.08 0 361 362 0 4 0.0 850. .0133 50. 50. .016 .4 40.0 850. .0133 10. 10. .020 10. 0 362 351 0 1 0.0 1200. .0040 4. 4. .060 10. 0 363 351 0 4 0.0 900. .0050 50. 50. .016 .4 40.0 900. .0050 10. 10. .020 10. 0 364 351 0 4 0.0 500. .0050 50. 50. .016 .4 40.0 500. .0050 10. 10. .020 10. 0 365 351 0 4 0.0 600. .0100 50. 50. .016 .4 '40.0 600. .0100 10. 10. .020 10. 0 351 214 0 3 0.1 1. .1000 0. 0. .024 0.1 0 214 91 11 2 0.1 1. .1000 0. 0. .024 0.1 0.0 0. 1.13 5.63 1.77 8.93 2.62 11.30 3.47 13.25 4.40 14.95 5.33 16.48 6.34 17.88 7.35 19.17 8.44 20.39 9.53 21.53 0 16 �210 211 213 214 303 306 313 77 78 79 88 90 91 94 96 157 DPROGRAM C �I L.i