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Home My WebLink AboutWPO201500095 Calculations WPO VSMP 2016-03-22 Susi Worksheet for MS-19 (1) Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Channel Slope 0.12980 ft/ft DA = 5.66 acres Discharge 7.67 ft'/s C = 0.4 Section Definitions TC = 21 min 12 = 2.9 Q2 = 7.67 cfs Station(ft) Elevation(ft) 0+00 562.00 0+06 561.00 0+12 560.00 0+24 561.00 0+46 562.00 Roughness Segment Definitions Start StationEnding Station Roughness Coefficient (0+00,562.00) (0+46,562.00) 0.100 Options current I<ougnness Weigntea Pavlovskii's Method Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Pavlovskii's Method Results Normal Depth 0.60 ft Elevation Range 560.00 to 562.00 ft Flow Area 3.22 ft2 Wetted Perimeter 10.84 ft Hydraulic Radius 0.30 ft Top Width 10.76 ft Normal Depth 0.60 ft Critical Depth 0.54 ft Bentley Systems,Inc. Haestad Methods SdiMitipM Raster V81(SELECTseries 1) [08.11.01.03] 3/22/2016 1:51:56 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 4r Worksheet for MS-19 (1) Results Critical Slope 0.22776 ft/ft Velocity 2.38 ft/s Velocity Head 0.09 ft Specific Energy 0.69 ft Froude Number 0.77 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 0.60 ft Critical Depth 0.54 ft Channel Slope 0.12980 ft/ft Critical Slope 0.22776 ft/ft Bentley Systems,Inc. Haestad Methods Sd)riii4¢6ittt Master V8i(SELECTseries 1) [08.11.01.03] 3/22/2016 1:51:56 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203.755-1666 Page 2 of 2 Worksheet for MS-19 (2) Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Channel Slope 0.13330 ft/ft Discharge 0.50 ft3/s DA = 0.15 acre Section Definitions C = 0.65 TC = 5min 12 = 5.2 Q2 = 0.5cfs Station(ft) Elevation(ft) 0+00 611.00 0+24 610.00 0+61 610.00 0+83 611.00 Roughness Segment Definitions Start Station Endirig Station Roughness Coefficient (0+00,611.00) (0+83,611.00) 0.100 Options Lurrent l ougnness weigntea Pavlovskii's Method Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Pavlovskii's Method Results Normal Depth 0.03 ft Elevation Range 610.00 to 611.00 ft Flow Area 1.02 ft2 Wetted Perimeter 38.25 ft Hydraulic Radius 0.03 ft Top Width 38.25 ft Normal Depth 0.03 ft Critical Depth 0.02 ft Critical Slope 0.56258 ft/ft Bentley Systems,Inc. Haestad Methods Sd1rYtml:Ek6aMaster V8i(SELECTseries 1) [08.11.01.03] 3122/2016 1:56:01 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755.1666 Page 1 of 2 Worksheet for MS-19 (2) Results Velocity 0.49 ft/s Velocity Head 0.00 ft Specific Energy 0.03 ft Froude Number 0.53 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 0.03 ft Critical Depth 0.02 ft Channel Slope 0.13330 ft/ft Critical Slope 0.56258 ft/ft Bentley Systems,Inc. Haestad Methods SdMi6lefEidsMaster V8i(SELECTseries 1) [08.11.01.03] 312212016 1:56:01 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 2 of 2 Sol NIS Worksheet for MS-19 (3) Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Channel Slope 0.14000 ft/ft DA = 3.79 acres Discharge 4.92 ft3/s C = 0.35 Section Definitions TC = 12.8 min 12 = 3.7 Q2 = 4.92 cfs Station(ft) Elevation(ft) 0+00 603.00 0+08 601.00 0+45 603.00 Roughness Segment Definitions Start Station Ending Station Roughness Coefficient (0+00,603.00) (0+45,603.00) 0.100 Options Uurrent Itougnness Weigntea Pavlovskii's Method Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Pavlovskii's Method Results Normal Depth 0.46 ft Elevation Range 601.00 to 603.00 ft Flow Area 2.37 ft2 Wetted Perimeter 10.40 ft Hydraulic Radius 0.23 ft Top Width 10.33 ft Normal Depth 0.46 ft Critical Depth 0.41 ft Critical Slope 0.24894 ft/ft Velocity 2.08 fUs Bentley Systems,Inc. Haestad Methods SoaglWe¢( Master V8i(SELECTseries 1) [08.11.01.03] 3/2212016 2:07:41 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1.203-755-1666 Page 1 of 2 Vii✓ �"'� Worksheet for MS-19 (3) Results Velocity Head 0.07 ft Specific Energy 0.53 ft Froude Number 0.76 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 0.46 ft Critical Depth 0.41 ft Channel Slope 0.14000 ft/ft Critical Slope 0.24894 ft/ft Bentley Systems,Inc. Haestad Methods SoBdidieffiilerMaster V81(SELECTseries 1) [08.11.01.03] 3/22/2016 2:07:41 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for MS-19 (4) Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Channel Slope 0.40000 ft/ft DA = 7.07 acres Discharge 6.53 ft'/s C = 0.3 Section Definitions TC = 18.7 min 12 = 3.1 Q2= 6.53 cfs Station(ft) Elevation(ft) 0+00 597.00 0+25 592.00 0+31 590.00 0+45 592.00 0+52 593.00 Roughness Segment Definitions Start Station Ending Station Roughness Coefficient (0+00,597.00) (0+52,593.00) 0.150 Options current Itougnness weigntea Pavlovskii's Method Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Pavlovskii's Method Results Normal Depth 0.66 ft Elevation Range 590.00 to 597.00 ft Flow Area 2.21 ft2 Wetted Perimeter 6.80 ft Hydraulic Radius 0.32 ft Top Width 6.64 ft Normal Depth 0.66 ft Critical Depth 0.64 ft Bentley Systems,Inc. Haestad Methods SoagidleQEiile/Master V8i(SELECTseries 1) 108.11.01.03] 3/22/2016 2:27:23 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 2 Iran' Worksheet for MS-19 (4) Results Critical Slope 0.49472 ft/ft Velocity 2.96 ft/s Velocity Head 0.14 ft Specific Energy 0.80 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 0.66 ft Critical Depth 0.64 ft Channel Slope 0.40000 ft/ft Critical Slope 0.49472 ft/ft Bentley Systems,Inc. Haestad Methods Soalide¢iiierMaster V8i(SELECTseries 1) [08.11.01.03] 3/22/2016 2:27:23 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 2 of 2