HomeMy WebLinkAboutSDP200900046 CalculationsAttachment F
Drainage Computations
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Worksheet for Triangular Channel - Sta 10 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0 022
Channel Slope 0.00500 ft /ft
Left Side Slope 3.0000 ft /ft (H:V)
Right Side Slope 3.0000 ft/ft (H:V)
Discharge 1.60 ft /s
Results
Normal Depth 0 53 ft
Flow Area 0.84 ft'
Wetted Perimeter 3.35 ft
Hydraulic Radius 0.25 ft
Top Width 3 18 ft
Critical Depth 0.45 ft
Critical Slope 0.01248 ft/ft
Velocity 1.90 ft /s
Velocity Head 0 06 ft
Specific Energy 0.59 ft
Froude Number 0.65
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0.53 ft
Critical Depth 0.45 ft
Channel Slope 0.00500 ft /ft
Critical Slope 0 01248 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:52:50 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 10 +50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0 022
Channel Slope 0 02700 ft /ft
Left Side Slope 3 0000 ft /ft (H V)
Right Side Slope 3.0000 ft /ft (H:V)
Discharge 3.60 ft' /s
Results
Normal Depth 0 52 ft
Flow Area 0 82 ft'
Wetted Perimeter 3 31 ft
Hydraulic Radius 0 25 ft
Top Width 3.14 ft
Critical Depth 0 62 ft
Critical Slope 0 01120 ft /ft
Velocity 4 38 ft /s
Velocity Head 0 30 ft
Specific Energy 0 82 ft
Froude Number 1 51
Flow Type Supercritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ftls
Normal Depth 0 52 ft
Critical Depth 0 62 ft
Channel Slope 0 02700 ft /ft
Critical Slope 0 01120 ft /ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
618/2009 1:52:57 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 11+00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.022
Channel Slope 0.02200 ft /ft
Left Side Slope 10.0000 ft /ft (H:V)
Right Side Slope 3.0000 ft/ft (H:V)
Discharge 3 90 ft /s
Results
Normal Depth 0 42 ft
Flow Area 1.12 ft'
Wetted Perimeter 5 49 ft
Hydraulic Radius 0 20 ft
Top Width 5 40 ft
Critical Depth 0 47 ft
Critical Slope 0 01170 ft /ft
Velocity 3 48 ft /s
Velocity Head 0.19 ft
Specific Energy 0.60 ft
Froude Number 1 34
Flow Type Supercritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0.42 ft
Critical Depth 0 47 ft
Channel Slope 0 02200 ft /ft
Critical Slope 0 01170 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:03 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 11+50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0 069
Channel Slope 0 08000 ft/ft
Left Side Slope 7 0000 ft /ft (H.V)
Right Side Slope 2.0000 ft /ft (H V)
Discharge 5 30 ft /s
Results
Normal Depth 0 65 ft
Flow Area 1 89 ft'
Wetted Perimeter 6 03 ft
Hydraulic Radius 0 31 ft
Top Width 5 83 ft
Critical Depth 0 61 ft
Critical Slope 0 10764 ft /ft
Velocity 2.81 ft /s
Velocity Head 0 12 ft
Specific Energy 0 77 ft
Froude Number 0 87
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0 65 ft
Critical Depth 0 61 ft
Channel Slope 0 08000 ft /ft
Critical Slope 0 10764 ft /ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:08 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 12 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0 069
Channel Slope 0 08700 ft /ft
Left Side Slope 6.0000 ft /ft (H V)
Right Side Slope 2 0000 ft /ft (H V)
Discharge 5 80 ft /s
Results
Normal Depth 0 69 ft
Flow Area 1 91 52
Wetted Perimeter 5.74 ft
Hydraulic Radius 0.33 ft
Top Width 5 52 ft
Critical Depth 0 67 ft
Critical Slope 0 10546 ft /ft
Velocity 3 04 ft /s
Velocity Head 0 14 ft
Specific Energy 0 83 ft
Froude Number 0 91
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0 69 ft
Critical Depth 0 67 ft
Channel Slope 0 08700 ft /ft
Critical Slope 0 10546 ft /ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:12 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Trapezoidal Channel - Sta 12 +50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.069
Channel Slope 0 -09000 ft /ft
Left Side Slope 3 0000 ft /ft (H.V)
Right Side Slope 2.0000 ft/ft (H:V)
Bottom Width 11 20 ft
Discharge 4 50 ft /s
Results
Normal Depth 0 19 ft
Flow Area 2 19 ft
Wetted Perimeter 12 21 ft
Hydraulic Radius 0 18 ft
Top Width 12 14 ft
Critical Depth 0 17 ft
Critical Slope 0 12796 ft /ft
Velocity 2 05 ft /s
Velocity Head 0 07 ft
Specific Energy 0 25 ft
Froude Number 0 85
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0 19 ft
Critical Depth 0 17 ft
Channel Slope 0 09000 ft /ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:28 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 2
Worksheet for Trapezoidal Channel - Sta 12 +50
GVF Output Data
Critical Slope 0 12796 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:28 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1203- 755 -1666 Page 2 of 2
Worksheet for Triangular Channel - Sta 13 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0 045
Channel Slope 0.06300 ft /ft
Left Side Slope 25.0000 ft /ft (H.V)
Right Side Slope 34.0000 ft /ft (H.V)
Discharge 4.65 ft' /s
Results
Normal Depth 0 27 ft
Flow Area 2 14 0
Wetted Perimeter 15 89 ft
Hydraulic Radius 0 13 ft
Top Width 15 88 ft
Critical Depth 0.27 ft
Critical Slope 0.05728 ft /ft
Velocity 2.18 ft /s
Velocity Head 0.07 ft
Specific Energy 0 -34 ft
Froude Number 1.05
Flow Type Supercritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0 27 ft
Critical Depth 0 27 ft
Channel Slope 0 06300 ft /ft
Critical Slope 0 05728 ft /ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:16 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 13 +50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.045
Channel Slope 0.03720 ft /ft
Left Side Slope 56 0000 ft /ft (H.V)
Right Side Slope 18.0000 ft /ft (H:V)
Discharge 6 81 ft' /s
Results
Normal Depth 0.31 ft
Flow Area 3 -67 ft
Wetted Perimeter 23.31 ft
Hydraulic Radius 0.16 ft
Top Width 23 30 ft
Critical Depth 0.29 ft
Critical Slope 0 05611 ft /ft
Velocity 1.86 ft /s
Velocity Head 0 05 ft
Specific Energy 0 37 ft
Froude Number 0 82
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft /s
Upstream Velocity Infinity ft /s
Normal Depth 0 31 ft
Critical Depth 0 29 ft
Channel Slope 0 03720 ft /ft
Critical Slope 0 05611 ft /ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
6/8/2009 1:53:20 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
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Attachment E
Site Cross Section
Attachment C
Lighting Computation Summary
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Worksheet for Triangular Channel - Sta 10 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.022
Channel Slope 0.00500 ft/ft
Left Side Slope 3.0000 ft/ft (H:V)
Right Side Slope 3.0000 ft/ft (H:V)
Discharge 160 ft' /s
Results
Normal Depth 0 53 ft
Flow Area 0 84 ft
Wetted Perimeter 3.35 ft
Hydraulic Radius 0.25 ft
Top Width 3.18 ft
Critical Depth 0.45 ft
Critical Slope 0.01248 ft/ft
Velocity 1.90 ft/s
Velocity Head 0.06 ft
Specific Energy 0.59 ft
Froude Number 0.65
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.53 ft
Critical Depth 0.45 ft
Channel Slope 0 00500 ft/ft
Critical Slope 0.01248 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:09:12 AM 27 Siemons Company Drive Suite 200 IN Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 10 +50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.022
Channel Slope 0.02700 ft/ft
Left Side Slope 3.0000 ft/ft (H:V)
Right Side Slope 3 0000 ft/ft (H:V)
Discharge 3.60 ft' /s
Results
Normal Depth 0 52 ft
Flow Area 0 82 ft'
Wetted Perimeter 3 31 ft
Hydraulic Radius 0.25 ft
Top Width 3.14 ft
Critical Depth 0 62 ft
Critical Slope 0.01120 ft/ft
Velocity 4.38 ft/s
Velocity Head 0.30 ft
Specific Energy 0 82 ft
Froude Number 1.51
Flow Type Supercritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0 52 ft
Critical Depth 0.62 ft
Channel Slope 0 02700 ft/ft
Critical Slope 0 01120 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:09:22 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 11 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.022
Channel Slope 0.02200 ft/ft
Left Side Slope 10.0000 ft/ft (H:V)
Right Side Slope 3.0000 ft/ft (H:V)
Discharge 3 90 ft' /s
Results
Normal Depth 0.42 ft
Flow Area 1 12 ft
Wetted Perimeter 5.49 ft
Hydraulic Radius 0 20 ft
Top Width 5.40 ft
Critical Depth 0 47 ft
Critical Slope 0.01170 ft/ft
Velocity 3.48 ft/s
Velocity Head 0.19 ft
Specific Energy 0.60 ft
Froude Number 1 34
Flow Type Supercritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0 42 ft
Critical Depth 0.47 ft
Channel Slope 0.02200 ft/ft
Critical Slope 0 01170 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:09:31 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 11+50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.069
Channel Slope 0.08000 ft/ft
Left Side Slope 7.0000 ft/ft (H:V)
Right Side Slope 2.0000 ft/ft (H:V)
Discharge 5.30 ft /s
Results
Normal Depth 0 65 ft
Flow Area 1 89 ft
Wetted Perimeter 6.03 ft
Hydraulic Radius 0.31 ft
Top Width 5.83 ft
Critical Depth 0.61 ft
Critical Slope 0.10764 ft/ft
Velocity 2.81 ft/s
Velocity Head 0 12 ft
Specific Energy 0.77 ft
Froude Number 0 87
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0 65 ft
Critical Depth 0.61 ft
Channel Slope 0 08000 ft/ft
Critical Slope 0 10764 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:09:42 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 12 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.069
Channel Slope 0.08700 fUft
Left Side Slope 6.0000 ft/ft (H:V)
Right Side Slope 2.0000 ft/ft (H:V)
Discharge 5.80 ft /s
Results
Normal Depth 0.69 ft
Flow Area 1 ft2
Wetted Perimeter 5.74 ft
Hydraulic Radius 0 33 ft
Top Width 5 52 ft
Critical Depth 0 67 ft
Critical Slope 0.10546 ft/ft
Velocity 3.04 ft/s
Velocity Head 0 14 ft
Specific Energy 0 83 ft
Froude Number 0 91
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.69 ft
Critical Depth 0.67 ft
Channel Slope 0.08700 ft/ft
Critical Slope 0.10546 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:09:52 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 13 +00
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.045
Channel Slope 0.06300 ft/ft
Left Side Slope 25.0000 ft/ft (H:V)
Right Side Slope 34.0000 ft/ft (H:V)
Discharge 4.65 ft' /s
Results
Normal Depth 0.27 ft
Flow Area 2 14 ft
Wetted Perimeter 15 89 ft
Hydraulic Radius 0 13 ft
Top Width 15.88 ft
Critical Depth 0.27 ft
Critical Slope 0.05728 ft/ft
Velocity 218 ft/s
Velocity Head 0 07 ft
Specific Energy 0.34 ft
Froude Number 1.05
Flow Type Supercritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.27 ft
Critical Depth 0.27 ft
Channel Slope 0 06300 ft/ft
Critical Slope 0.05728 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:10:01 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1
Worksheet for Triangular Channel - Sta 13 +50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.045
Channel Slope 0.03720 ft/ft
Left Side Slope 56.0000 ft/ft (H:V)
Right Side Slope 18.0000 ft/ft (H:V)
Discharge 6.81 ft' /s
Results
Normal Depth 0.31 ft
Flow Area 3.67 ft
Wetted Perimeter 23.31 ft
Hydraulic Radius 0.16 ft
Top Width 23.30 ft
Critical Depth 0.29 ft
Critical Slope 0 05611 ft /ft
Velocity 1.86 ft /s
Velocity Head 0.05 ft
Specific Energy 0.37 ft
Froude Number 0.82
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.31 ft
Critical Depth 0.29 ft
Channel Slope 0.03720 ft/ft
Critical Slope 0.05611 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:10:13 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1
Worksheet for Trapezoidal Channel - Sta 12 +50
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.069
Channel Slope 0.09000 ft/ft
Left Side Slope 3 0000 ft/ft (H V)
Right Side Slope 2.0000 ft/ft (H:V)
Bottom Width 11.20 ft
Discharge 4.50 ft /s
Results
Normal Depth 0 19 ft
Flow Area 2 19 ft
Wetted Perimeter 12.21 ft
Hydraulic Radius 0 18 ft
Top Width 12 14 ft
Critical Depth 0 17 ft
Critical Slope 0 12796 ft /ft
Velocity 2 05 ft/s
Velocity Head 0.07 ft
Specific Energy 0.25 ft
Froude Number 0.85
Flow Type Subcritical
GVF Input Data
Downstream Depth 0 00 ft
Length 0 00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0 00 ft
Profile Description
Profile Headloss 0 00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.19 ft
Critical Depth 0 17 ft
Channel Slope 0.09000 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
2/18/2010 9:10:22 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 2