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HomeMy WebLinkAbout11_AppendixC-InletAndPipeCalcsAppendix C – Inlet and Pipe Calculations INLET CB-1A 25YR Project Description EfficiencySolve For Input Data cfs4.08Discharge ft/ft0.015Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %55.90Efficiency cfs2.28Intercepted Flow cfs1.80Bypass Flow ft7.9Spread in3.4Depth ft²1.0Flow Area in0.6Gutter Depression in0.6Total Depression ft/s4.21Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.159Side Flow Factor 0.476Grate Flow Ratio ft/ft0.045Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft26.6Total Interception Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1A 100YR Project Description EfficiencySolve For Input Data cfs5.61Discharge ft/ft0.015Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %50.71Efficiency cfs2.84Intercepted Flow cfs2.77Bypass Flow ft8.9Spread in3.8Depth ft²1.2Flow Area in0.6Gutter Depression in0.6Total Depression ft/s4.53Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.142Side Flow Factor 0.426Grate Flow Ratio ft/ft0.044Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft31.0Total Interception Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1B 25YR Project Description EfficiencySolve For Input Data cfs5.50Discharge ft/ft0.015Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %51.02Efficiency cfs2.81Intercepted Flow cfs2.69Bypass Flow ft8.9Spread in3.8Depth ft²1.2Flow Area in0.6Gutter Depression in0.6Total Depression ft/s4.51Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.143Side Flow Factor 0.429Grate Flow Ratio ft/ft0.044Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft30.8Total Interception Length Messages Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1B 100YR Project Description EfficiencySolve For Input Data cfs7.36Discharge ft/ft0.015Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %46.52Efficiency cfs3.42Intercepted Flow cfs3.94Bypass Flow ft10.0Spread in4.2Depth ft²1.5Flow Area in0.6Gutter Depression in0.6Total Depression ft/s4.83Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.128Side Flow Factor 0.387Grate Flow Ratio ft/ft0.043Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft35.4Total Interception Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1C 25YR Project Description SpreadSolve For Input Data cfs0.96Discharge ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %20.0Clogging ft3.0Curb Opening Length ft0.5Opening Height HorizontalCurb Throat Type degrees90.00Throat Incline Angle Options Use BothCalculation Option Results ft5.8Spread in2.7Depth in0.6Gutter Depression in0.6Total Depression ft²3.2Open Grate Area ft5.4Active Grate Weir Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1C 100YR Project Description SpreadSolve For Input Data cfs1.33Discharge ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %20.0Clogging ft3.0Curb Opening Length ft1.5Opening Height HorizontalCurb Throat Type degrees90.00Throat Incline Angle Options Use BothCalculation Option Results ft7.1Spread in3.1Depth in0.6Gutter Depression in0.6Total Depression ft²3.2Open Grate Area ft5.4Active Grate Weir Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1D 25YR Project Description SpreadSolve For Input Data cfs0.71Discharge ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %20.0Clogging ft3.0Curb Opening Length ft0.5Opening Height HorizontalCurb Throat Type degrees90.00Throat Incline Angle Options Use BothCalculation Option Results ft4.9Spread in2.4Depth in0.6Gutter Depression in0.6Total Depression ft²3.2Open Grate Area ft5.4Active Grate Weir Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-1D 100YR Project Description SpreadSolve For Input Data cfs1.01Discharge ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %20.0Clogging ft3.0Curb Opening Length ft0.5Opening Height HorizontalCurb Throat Type degrees90.00Throat Incline Angle Options Use BothCalculation Option Results ft6.0Spread in2.8Depth in0.6Gutter Depression in0.6Total Depression ft²3.2Open Grate Area ft5.4Active Grate Weir Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-2G 25YR Project Description SpreadSolve For Input Data cfs0.59Discharge ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %20.0Clogging ft3.0Curb Opening Length ft0.0Opening Height HorizontalCurb Throat Type degrees90.00Throat Incline Angle Options Use BothCalculation Option Results ft4.4Spread in2.2Depth in0.6Gutter Depression in0.6Total Depression ft²3.2Open Grate Area ft5.4Active Grate Weir Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-2G 100YR Project Description SpreadSolve For Input Data cfs0.83Discharge ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %20.0Clogging ft3.0Curb Opening Length ft0.5Opening Height HorizontalCurb Throat Type degrees90.00Throat Incline Angle Options Use BothCalculation Option Results ft5.4Spread in2.5Depth in0.6Gutter Depression in0.6Total Depression ft²3.2Open Grate Area ft5.4Active Grate Weir Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-2I 25YR Project Description EfficiencySolve For Input Data cfs0.32Discharge ft/ft0.005Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %93.57Efficiency cfs0.30Intercepted Flow cfs0.02Bypass Flow ft3.3Spread in1.8Depth ft²0.2Flow Area in0.6Gutter Depression in0.6Total Depression ft/s1.59Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.521Side Flow Factor 0.866Grate Flow Ratio ft/ft0.058Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft5.7Total Interception Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET CB-2I 100YR Project Description EfficiencySolve For Input Data cfs0.46Discharge ft/ft0.005Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %89.44Efficiency cfs0.41Intercepted Flow cfs0.05Bypass Flow ft3.9Spread in2.0Depth ft²0.3Flow Area in0.6Gutter Depression in0.6Total Depression ft/s1.70Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.490Side Flow Factor 0.793Grate Flow Ratio ft/ft0.056Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft6.8Total Interception Length Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET SDI 1 25YR Project Description EfficiencySolve For Input Data cfs2.63Discharge ft/ft0.016Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %63.59Efficiency cfs1.67Intercepted Flow cfs0.96Bypass Flow ft6.6Spread in2.9Depth ft²0.7Flow Area in0.6Gutter Depression in0.6Total Depression ft/s3.85Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.181Side Flow Factor 0.555Grate Flow Ratio ft/ft0.048Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft21.6Total Interception Length Messages Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 INLET SD1 1 100YR Project Description EfficiencySolve For Input Data cfs3.53Discharge ft/ft0.016Slope ft1.50Gutter Width ft/ft0.063Gutter Cross Slope ft/ft0.030Road Cross Slope 0.013Roughness Coefficient in0.0Local Depression in0.0Local Depression Width ft1.50Grate Width ft3.0Grate Length P-50 mm (P-1 -7/8")Grate Type %0.0Clogging ft3.0Curb Opening Length Options Use BothCalculation Option Exclude NoneGrate Flow Option Results %58.52Efficiency cfs2.07Intercepted Flow cfs1.46Bypass Flow ft7.3Spread in3.2Depth ft²0.8Flow Area in0.6Gutter Depression in0.6Total Depression ft/s4.17Velocity ft/s9.97Splash Over Velocity 1.000Frontal Flow Factor 0.161Side Flow Factor 0.506Grate Flow Ratio ft/ft0.046Equivalent Cross Slope ft3.0Active Grate Length 0.000Length Factor ft25.2Total Interception Length Messages Page 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/4/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE A Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.004Channel Slope in15.0Diameter cfs2.28Discharge Results in6.9Normal Depth ft²0.5Flow Area ft1.9Wetted Perimeter in3.5Hydraulic Radius ft1.25Top Width in7.2Critical Depth %45.8Percent Full ft/ft0.003Critical Slope ft/s4.17Velocity ft0.27Velocity Head ft0.84Specific Energy 1.108Froude Number cfs5.71Maximum Discharge cfs5.31Discharge Full ft/ft0.001Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %45.8Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in6.9Normal Depth in7.2Critical Depth ft/ft0.004Channel Slope ft/ft0.003Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE B Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.005Channel Slope in15.0Diameter cfs5.09Discharge Results in10.6Normal Depth ft²0.9Flow Area ft2.5Wetted Perimeter in4.5Hydraulic Radius ft1.14Top Width in11.0Critical Depth %70.8Percent Full ft/ft0.005Critical Slope ft/s5.48Velocity ft0.47Velocity Head ft1.35Specific Energy 1.070Froude Number cfs6.45Maximum Discharge cfs6.00Discharge Full ft/ft0.004Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %70.8Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in10.6Normal Depth in11.0Critical Depth ft/ft0.005Channel Slope ft/ft0.005Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE C Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.004Channel Slope in12.0Diameter cfs0.10Discharge Results in1.5Normal Depth ft²0.1Flow Area ft0.7Wetted Perimeter in0.9Hydraulic Radius ft0.66Top Width in1.5Critical Depth %12.4Percent Full ft/ft0.004Critical Slope ft/s1.72Velocity ft0.05Velocity Head ft0.17Specific Energy 1.038Froude Number cfs3.15Maximum Discharge cfs2.93Discharge Full ft/ft0.000Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %12.4Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in1.5Normal Depth in1.5Critical Depth ft/ft0.004Channel Slope ft/ft0.004Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE D Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.004Channel Slope in18.0Diameter cfs6.05Discharge Results in11.1Normal Depth ft²1.1Flow Area ft2.7Wetted Perimeter in5.1Hydraulic Radius ft1.46Top Width in11.4Critical Depth %61.7Percent Full ft/ft0.004Critical Slope ft/s5.29Velocity ft0.43Velocity Head ft1.36Specific Energy 1.052Froude Number cfs9.29Maximum Discharge cfs8.64Discharge Full ft/ft0.002Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %61.7Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in11.1Normal Depth in11.4Critical Depth ft/ft0.004Channel Slope ft/ft0.004Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE E Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.005Channel Slope in15.0Diameter cfs1.67Discharge Results in5.4Normal Depth ft²0.4Flow Area ft1.6Wetted Perimeter in3.0Hydraulic Radius ft1.20Top Width in6.2Critical Depth %36.3Percent Full ft/ft0.003Critical Slope ft/s4.16Velocity ft0.27Velocity Head ft0.72Specific Energy 1.267Froude Number cfs6.39Maximum Discharge cfs5.94Discharge Full ft/ft0.000Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %36.3Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in5.4Normal Depth in6.2Critical Depth ft/ft0.005Channel Slope ft/ft0.003Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE F Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.005Channel Slope in18.0Diameter cfs6.59Discharge Results in10.6Normal Depth ft²1.1Flow Area ft2.6Wetted Perimeter in5.0Hydraulic Radius ft1.47Top Width in11.9Critical Depth %59.1Percent Full ft/ft0.004Critical Slope ft/s6.06Velocity ft0.57Velocity Head ft1.46Specific Energy 1.244Froude Number cfs10.79Maximum Discharge cfs10.03Discharge Full ft/ft0.002Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %59.1Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in10.6Normal Depth in11.9Critical Depth ft/ft0.005Channel Slope ft/ft0.004Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE G Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.005Channel Slope in18.0Diameter cfs8.26Discharge Results in12.4Normal Depth ft²1.3Flow Area ft2.9Wetted Perimeter in5.3Hydraulic Radius ft1.39Top Width in13.4Critical Depth %69.1Percent Full ft/ft0.005Critical Slope ft/s6.34Velocity ft0.62Velocity Head ft1.66Specific Energy 1.153Froude Number cfs10.79Maximum Discharge cfs10.03Discharge Full ft/ft0.004Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %69.1Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in12.4Normal Depth in13.4Critical Depth ft/ft0.005Channel Slope ft/ft0.005Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE H Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.006Channel Slope in12.0Diameter cfs0.59Discharge Results in3.3Normal Depth ft²0.2Flow Area ft1.1Wetted Perimeter in1.9Hydraulic Radius ft0.89Top Width in3.8Critical Depth %27.2Percent Full ft/ft0.003Critical Slope ft/s3.41Velocity ft0.18Velocity Head ft0.45Specific Energy 1.365Froude Number cfs3.92Maximum Discharge cfs3.65Discharge Full ft/ft0.000Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %27.2Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in3.3Normal Depth in3.8Critical Depth ft/ft0.006Channel Slope ft/ft0.003Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE I Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.004Channel Slope in21.0Diameter cfs12.52Discharge Results in17.2Normal Depth ft²2.1Flow Area ft4.0Wetted Perimeter in6.4Hydraulic Radius ft1.35Top Width in15.8Critical Depth %81.9Percent Full ft/ft0.004Critical Slope ft/s5.94Velocity ft0.55Velocity Head ft1.98Specific Energy 0.837Froude Number cfs13.48Maximum Discharge cfs12.53Discharge Full ft/ft0.004Slope Full SubcriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %24.7Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in17.2Normal Depth in15.8Critical Depth ft/ft0.004Channel Slope ft/ft0.004Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE J Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.008Channel Slope in21.0Diameter cfs12.79Discharge Results in12.7Normal Depth ft²1.5Flow Area ft3.1Wetted Perimeter in5.8Hydraulic Radius ft1.71Top Width in16.0Critical Depth %60.3Percent Full ft/ft0.004Critical Slope ft/s8.43Velocity ft1.10Velocity Head ft2.16Specific Energy 1.579Froude Number cfs20.31Maximum Discharge cfs18.88Discharge Full ft/ft0.004Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %60.3Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in12.7Normal Depth in16.0Critical Depth ft/ft0.008Channel Slope ft/ft0.004Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8 PIPE K Project Description Manning FormulaFriction Method Normal DepthSolve For Input Data 0.010Roughness Coefficient ft/ft0.011Channel Slope in21.0Diameter cfs13.10Discharge Results in11.8Normal Depth ft²1.4Flow Area ft3.0Wetted Perimeter in5.6Hydraulic Radius ft1.74Top Width in16.2Critical Depth %56.2Percent Full ft/ft0.005Critical Slope ft/s9.41Velocity ft1.38Velocity Head ft2.36Specific Energy 1.853Froude Number cfs23.24Maximum Discharge cfs21.60Discharge Full ft/ft0.004Slope Full SupercriticalFlow Type GVF Input Data in0.0Downstream Depth ft0.0Length 0Number Of Steps GVF Output Data in0.0Upstream Depth N/AProfile Description ft0.00Profile Headloss %0.0Average End Depth Over Rise %56.2Normal Depth Over Rise ft/sInfinityDownstream Velocity ft/sInfinityUpstream Velocity in11.8Normal Depth in16.2Critical Depth ft/ft0.011Channel Slope ft/ft0.005Critical Slope Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 8/2/2022 FlowMaster [10.02.00.01] Bentley Systems, Inc. Haestad Methods Solution CenterSDI SPREAD CALCS.fm8