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Home My WebLink About10_Hydraulic Report Madison Asphalt LLCHydraulic Analysis Report Project Data Project Title: Madison Asphalt LLC Designer: Project Date: Thursday, December 17, 2020 Project Units: U.S. Customary Units Notes: Channel Analysis: Outlet Control Structure to Sample Notes: Input Parameters Channel Type: Circular Pipe Diameter: 2.0000 ft Longitudinal Slope: 0.0100 ft/ft Manning's n: 0.0130 Flow: 11.0130 cfs Result Parameters Depth: 0.9845 ft Area of Flow: 1.5397 ft^2 Wetted Perimeter: 3.1105 ft Hydraulic Radius: 0.4950 ft Average Velocity: 7.1526 ft/s Top Width: 1.9998 ft Froude Number: 1.4365 Critical Depth: 1.1895 ft Critical Velocity: 5.6552 ft/s Critical Slope: 0.0054 ft/ft Critical Top Width: 1.96 ft Calculated Max Shear Stress: 0.6143 Ib/ft^2 Calculated Avg Shear Stress: 0.3089 Ib/ft^2 Channel Analysis: Sample Structure to Outfall Notes: Input Parameters Channel Type: Circular Pipe Diameter: 2.0000 ft Longitudinal Slope: 0.0100 ft/ft Manning's n: 0.0130 Flow: 11.0130 cfs Result Parameters Depth: 0.9845 ft Area of Flow: 1.5397 ft^2 Wetted Perimeter: 3.1105 ft Hydraulic Radius: 0.4950 ft Average Velocity: 7.1526 ft/s Top Width: 1.9998 ft Froude Number: 1.4365 Critical Depth: 1.1895 ft Critical Velocity: 5.6552 ft/s Critical Slope: 0.0054 ft/ft Critical Top Width: 1.96 ft Calculated Max Shear Stress: 0.6143 Ib/ft^2 Calculated Avg Shear Stress: 0.3089 Ib/ft^2 Channel Analysis: V Ditch 1 Notes: French Broad Paving Asphalt Plant Input Parameters Channel Type: Triangular Side Slope 1 (Z1): 1.5000 ft/ft Side Slope 2 (Z2): 1.5000 ft/ft Longitudinal Slope: 0.0067 ft/ft Manning's n: 0.0360 Flow: 6.1580 cfs Result Parameters Depth: 1.3410 ft Area of Flow: 2.6974 ft^2 Wetted Perimeter: 4.8351 ft Hydraulic Radius: 0.5579 ft Average Velocity: 2.2829 ft/s Top Width: 4.0230 ft Froude Number: 0.4913 Critical Depth: 1.0092 ft Critical Velocity: 4.0309 ft/s Critical Slope: 0.0303 ft/ft Critical Top Width: 3.03 ft Calculated Max Shear Stress: 0.5573 Ib/ft" 2 Calculated Avg Shear Stress: 0.2319 Ib/ft^2 Channel Analysis: V Ditch 2 Notes: Input Parameters Channel Type: Triangular Side Slope 1 (Z1): 1.5000 ft/ft Side Slope 2 (Z2): 1.5000 ft/ft Longitudinal Slope: 0.0067 ft/ft Manning's n: 0.0360 Flow: 19.9410 cfs Result Parameters Depth: 2.0835 ft Area of Flow: 6.5115 ft^2 Wetted Perimeter: 7.5122 ft Hydraulic Radius: 0.8668 ft Average Velocity: 3.0624 ft/s Top Width: 6.2505 ft Froude Number: 0.5288 Critical Depth: 1.6147 ft Critical Velocity: 5.0987 ft/s Critical Slope: 0.0259 ft/ft Critical Top Width: 4.84 ft Calculated Max Shear Stress: 0.8659 Ib/ft" 2 Calculated Avg Shear Stress: 0.3602 Ib/ft^2 Channel Analysis: V Ditch 3 Notes: Input Parameters Channel Type: Triangular Side Slope 1 (Z1): 1.5000 ft/ft Side Slope 2 (Z2): 1.5000 ft/ft Longitudinal Slope: 0.0067 ft/ft Manning's n: 0.0360 Flow: 21.8830 cfs Result Parameters Depth: 2.1574 ft Area of Flow: 6.9816 ft^2 Wetted Perimeter: 7.7786 ft Hydraulic Radius: 0.8975 ft Average Velocity: 3.1344 ft/s Top Width: 6.4722 ft Froude Number: 0.5318 Critical Depth: 1.6759 ft Critical Velocity: 5.1944 ft/s Critical Slope: 0.0256 ft/ft Critical Top Width: 5.03 ft Calculated Max Shear Stress: 0.8966 Ib/ft" 2 Calculated Avg Shear Stress: 0.3730 Ib/ft^2