HomeMy WebLinkAboutDrainage Reports - 04/10/2019City of Fort Collins Approved Plans
Approved by:
Date:
Dan Mogen
04/10/2019
100.txt
INLET-B1B JUNCTION 0.05 1.89 4962.81 0 00:39
INLET-B2A JUNCTION 0.02 0.56 4964.56 0 00:40
INLET-B2B JUNCTION 0.08 2.32 4966.17 0 00:39
INLET-B3B JUNCTION 0.13 8.27 4969.23 0 00:38
INLET-B4A JUNCTION 0.03 4.53 4969.98 0 00:39
INLET-B5A JUNCTION 0.03 1.21 4972.27 0 00:40
INLET-B7A JUNCTION 0.05 1.68 4972.07 0 00:40
INLET-B9A JUNCTION 0.02 0.70 4972.19 0 00:40
INLET-C1A JUNCTION 0.05 3.04 4960.86 0 00:40
INLET-C1B JUNCTION 0.07 4.85 4963.19 0 00:40
INLET-C2A JUNCTION 0.03 1.04 4962.54 0 00:40
INLET-C2B JUNCTION 0.08 3.24 4964.00 0 00:40
INLET-D1 JUNCTION 0.18 2.95 4963.19 0 00:41
INLET-D2A JUNCTION 0.02 0.66 4964.40 0 00:40
INLET-D2B JUNCTION 0.06 2.02 4965.80 0 00:39
INLET-D3A JUNCTION 0.04 1.36 4965.36 0 00:40
INLET-D3B JUNCTION 0.06 2.25 4966.53 0 00:39
MH_A1 JUNCTION 9.47 11.84 4953.87 0 00:41
MH_A2 JUNCTION 1.46 6.10 4956.17 0 00:41
MH_A3 JUNCTION 0.09 6.27 4959.61 0 00:38
MH_A4-MH_D1 JUNCTION 0.08 2.41 4962.00 0 00:41
MH_A5 JUNCTION 0.05 1.56 4962.77 0 00:40
MH_B10 JUNCTION 0.11 4.59 4971.70 0 00:42
MH_B11 JUNCTION 0.09 3.67 4972.08 0 00:42
MH_B12 JUNCTION 0.07 2.86 4972.33 0 00:42
MH_B13 JUNCTION 0.06 2.39 4972.39 0 00:42
MH_B2 JUNCTION 0.10 4.10 4961.42 0 00:41
MH_B3 JUNCTION 0.14 5.43 4964.05 0 00:41
MH_B3A JUNCTION 0.15 7.94 4968.80 0 00:38
MH_B4 JUNCTION 0.15 6.05 4964.93 0 00:40
MH_B4A JUNCTION 0.03 4.07 4969.49 0 00:39
MH_B4B JUNCTION 0.04 3.17 4969.58 0 00:41
MH_B5 JUNCTION 0.14 7.79 4968.31 0 00:38
MH_B6 JUNCTION 0.14 6.14 4969.48 0 00:41
MH_B7 JUNCTION 0.15 6.32 4969.90 0 00:41
MH_B7A JUNCTION 0.05 1.31 4971.10 0 00:42
MH_B8 JUNCTION 0.15 6.44 4970.21 0 00:41
MH_B9 JUNCTION 0.13 6.00 4971.12 0 00:42
MH_C1 JUNCTION 2.35 10.20 4951.43 0 00:00
MH_C2 JUNCTION 1.77 6.61 4948.69 0 00:40
MH_C3 JUNCTION 0.74 10.68 4955.80 0 00:40
MH_C4/B1 JUNCTION 0.97 14.23 4960.23 0 00:40
MH_C5 JUNCTION 0.20 5.77 4960.66 0 00:40
MH_C6 JUNCTION 0.16 5.63 4961.10 0 00:40
MH_C7 JUNCTION 0.16 6.12 4962.36 0 00:40
MH_D2 JUNCTION 0.11 3.21 4963.19 0 00:41
MH_D3 JUNCTION 0.10 3.36 4964.01 0 00:41
MH_D4 JUNCTION 0.07 2.78 4964.69 0 00:41
MNT_STRT JUNCTION 0.01 0.37 4973.37 0 00:37
O112 JUNCTION 0.00 0.00 0.00 0 00:10
O113 JUNCTION 0.00 0.00 0.00 0 00:10
O114 JUNCTION 0.00 0.00 0.00 0 00:10
O115 JUNCTION 0.00 0.00 0.00 0 00:10
O300 JUNCTION 0.00 0.00 0.00 0 00:10
A1_POUDRE OUTFALL 1.59 2.67 4952.56 0 00:41
FESB1-POUDRE OUTFALL 0.07 3.27 4957.00 0 00:39
FESC1-UDALL_POND OUTFALL 2.47 2.47 4943.50 0 00:00
*******************
Node Inflow Summary
*******************
-------------------------------------------------------------------------------------
Maximum Maximum Lateral Total
Lateral Total Time of Max Inflow Inflow
Inflow Inflow Occurrence Volume Volume
Node Type CFS CFS days hr:min 10^6 gal 10^6 gal
-------------------------------------------------------------------------------------
CustomInlet-River JUNCTION 3.00 3.00 0 00:40 0.029 0.029
EXINLET-B10B JUNCTION 3.00 3.00 0 00:40 0.029 0.029
EXINLET-B3A JUNCTION 11.75 11.75 0 00:40 0.115 0.115
EXINLET-B3C JUNCTION 34.21 34.21 0 00:40 0.355 0.355
EXINLET-B4B JUNCTION 12.00 12.00 0 00:40 0.115 0.115
EXINLET-B4C JUNCTION 7.97 7.97 0 00:40 0.077 0.077
EXINLET-B5B JUNCTION 8.99 8.99 0 00:40 0.086 0.086
EXINLET-B8A JUNCTION 4.75 4.75 0 00:40 0.067 0.067
EXINLET-B9B JUNCTION 2.00 2.00 0 00:40 0.019 0.019
EXMH_B1 JUNCTION 44.71 158.08 0 00:38 0.432 1.019
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A
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Project Description
Flow Element: Irregular Section
Friction Method: Manning Formula
Solve For: Discharge
Input Data
Channel Slope: 0.00500 ft/ft
Water Surface Elevation: 66.18 ft
Options
Current Roughness Weighted Metho ImprovedLotters
Open Channel Weighted Roughness ImprovedLotters
Closed Channel Weighted Roughne Hortons
Results
Roughness Coefficient: 0.013
Discharge: 19.52 ft³/s
Elevation Range: 65.68 to 67.20 ft
Flow Area: 5.80 ft²
Wetted Perimeter: 21.59 ft
Top Width: 20.00 ft
Normal Depth: 0.50 ft
Critical Depth: 0.53 ft
Critical Slope: 0.00387 ft/ft
Velocity: 3.37 ft/s
Velocity Head: 0.18 ft
Specific Energy: 0.68 ft
Froude Number: 1.10
Flow Type: Supercritical
Segment Roughness
Section Geometry
Start Station End Station Roughness
Coefficient
(0+00, 66.60)(0+32, 67.20)0.013
Station Elevation
0+00 66.60
0+01 66.60
Worksheet for Aztlan Drive Aisle Capacity
Worksheet for Aztlan Drive Aisle Capacity
Station Elevation
0+01 66.10
0+02 66.03
0+20 65.75
0+21 65.68
0+21 66.18
0+22 66.18
0+32 66.38
0+32 67.20
Project Description
Flow Element: Irregular Section
Friction Method: Manning Formula
Solve For: Discharge
Section Data
Roughness Coefficient: 0.013
Channel Slope: 0.00500 ft/ft
Normal Depth: 0.50 ft
Elevation Range: 65.68 to 67.20 ft
Discharge: 19.52 ft³/s
Cross Section for Aztlan Drive Aisle Capacity