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Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL Dns
No.rate size length EL Dn EL Up slope down up loss Junct line
cfs) in)ft)ft) ft)ft) ft)ft) ft) No.
1 7.98 24 c 43.0 567.50 568.24 1.721 568.90 569.24 n/a 569.24 j End
2 6.64 24 c 72.9 568.34 570.30 2.689 569.57 571.21 n/a 571.21 j 1
3 5.37 18 c 95.7 570.40 573.00 2.717 571.42 573.88 n/a 573.88 j 2
4 0.84 15 c 75.0 573.10 574.40 1.733 574.26 574.77 n/a 574.77 j 3
5 3.39 15 c 67.4 573.10 577.50 6.533 574.15 578.24 n/a 578.24 j 3
6 1.45 12 c 61.6 576.00 576.64 1.038 576.40 577.15 n/a 577.15 j 1
7 2.03 12 c 62.0 577.60 580.50 4.677 578.45 581.10 n/a 581.10 j 5
Project File: 0506 STORM4.stm Number of lines: 7 Run Date: 05 -09 -2006
NOTES: c = cir; e = ellip; b = box; Return period = 10 Yrs. ; j - Line contains hyd. jump.
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Trapezoidal Channel Analysis & Design
Open Channel Uniform flow
Worksheet Name: 0506 -1
Comment: SWALE @ 5.60
Solve For Depth
Given Input Data:
Bottom Width 2.00 ft
Left Side Slope2.00:1 H:V)
Right Side Slope2.00:1 H:V)
Manning's n 0.035
Channel Slope0.0560 ft /ft
Discharge 7.98 cfs
Computed Results:
Depth 0.52 ft
Velocity 5.11 fps
Flow Area 1.56 sf
Flow Top Width4.06 ft
Wetted Perimeter4.30 ft
Critical Depth0.64 ft
Critical Slope0.0252 ft /ft
Froude Number1.45 flow is Supercritical)
Open Channel Flow Module, Version 3.21 c) 1990
Haestad Methods, Inc. 37 Brookside Rd * Waterbury, Ct 06708
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: 0506 -2
Comment: SWALE @ 33%
Solve For Depth
Given Input Data:
Bottom Width 2.00 ft
Left Side Slope2.00:1 H:V)
Right Side Slope2.00:1 H:V)
Manning's n 0.035
Channel Slope0.3300 ft /ft
Discharge 7.98 cfs
Computed Results:
Depth 0.32 ft
Velocity 9.54 fps
Flow Area 0.84 sf
Flow Top Width3.27 ft
Wetted Perimeter3.42 ft
Critical Depth0.64 ft
Critical Slope0.0252 ft /ft
Froude Number3.32 flow is Supercritical)
Open Channel Flow Module, Version 3.21 c) 1990
Haestad Methods, Inc. 37 Brookside Rd * Waterbury, Ct 06708
1992 3.18
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Storm Sewer Summary Report Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL Dns
No.rate size length EL Dn EL Up slope down up loss Junct line
cfs) in)ft)ft) ft)ft)ft)ft) ft) No.
1 7.98 24 c 43.0 567.50 568.24 1.721 568.90 569.24 n/a 569.24 j End
2 6.64 24 c 72.9 568.34 570.30 2.689 569.57 571.21 n/a 571.21 j 1
3 5.37 18 c 95.7 570.40 573.00 2.717 571.42 573.88 n/a 573.88 j 2
4 0.84 15 c 75.0 573.10 574.40 1.733 574.26 574.77 n/a 574.77 j 3
5 3.39 15 c 67.4 573.10 577.50 6.533 574.15 578.24 n/a 578.24 j 3
6 1.45 12 c 61.6 576.00 576.64 1.038 576.40 577.15 n/a 577.15 j 1
7 2.03 12 c 62.0 577.60 580.50 4.677 578.45 581.10 n/a 581.10 j 5
Project File: 0506 STORM4.stm Number of lines: 7 Run Date: 05 -09 -2006
NOTES: c = cir; e = ellip; b = box; Return period = 10 Yrs. ; j - Line contains hyd. jump.
Hydraflow Storm Sewers 2005
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Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: 0506 -1
Comment: SWALE @ 5.60
Solve For Depth
Given Input Data:
Bottom Width 2.00 ft
Left Side Slope2.00:1 H:V)
Right Side Slope2.00:1 H:V)
Manning's n 0.035
Channel Slope0.0560 ft /ft
Discharge 7.98 cfs
Computed Results:
Depth 0.52 ft
Velocity 5.11 fps
Flow Area 1.56 sf
Flow Top Width4.06 ft
Wetted Perimeter4.30 ft
Critical Depth0.64 ft
Critical Slope0.0252 ft /ft
Froude Number1.45 flow is Supercritical)
Open Channel Flow Module, Version 3.21 c) 1990
Haestad Methods, Inc. 37 Brookside Rd * Waterbury, Ct 06708
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: 0506 -2
Comment: SWALE @ 330
Solve For Depth
Given Input Data:
Bottom Width 2.00 ft
Left Side Slope2.00:1 H:V)
Right Side Slope2.00:1 H:V)
Manning's n 0.035
Channel Slope0.3300 ft /ft
Discharge 7.98 cfs
Computed Results:
Depth 0.32 ft
Velocity 9.54 fps
Flow Area 0.84 sf
Flow Top Width3.27 ft
Wetted Perimeter.3.42 ft
Critical Depth0.64 ft
Critical Slope0.0252 ft /ft
Froude Number....3.32 flow is Supercritical)
Open Channel Flow Module, Version 3.21 c) 1990
Haestad Methods, Inc. 37 Brookside Rd * Waterbury, Ct 06708
1992 118
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