1010 N BROADWAY EVCC 2018-01-01 MF Import

• 100-year,24-hour output from FlowMaster Roughness Channel Slope Normal Diameter Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Critical Slope Velocity Velocity Head Specific Energy Froude Maximum Discharge Discharge Full Slope Full Label Solve For Friction Method Coefficient (ft/ft) Depth(ft) (ft) (ft3/s) (ft2) (ft) (ft) (ft) (ft) Full(%) (ft/ft) (ft/s) (ft) (ft) Number (ft3/s) (ft3/s) (ft/ft) Flow Type Notes Messages Pipe 1 to Pipe 2 Normal Depth Manning Formula 0.01 0.027 0.09 0.5 0.08 0.02 0.43 0.05 0.38 0.14 17.5 0.00419 3.47 0.19 0.27 2.48 1.29 1.2 0.00012 SuperCritical Pipe 2 to Pipe 3 Normal Depth Manning Formula 0.01 0.1 0.13 0.67 0.4 0.05 0.61 0.08 0.53 0.29 19.2 0.00398 8.52 1.13 1.26 5.02 5.34 4.97 0.00065 SuperCritical Pipe 3 to Pipe 4 Normal Depth Manning Formula 0.01 0.027 0.22 0.67 0.62 0.1 0.82 0.12 0.63 0.37 33.3 0.00438 6.08 0.58 0.8 2.66 2.78 2.58 0.00156 SuperCritical Pipe 4 to Pipe 5 Normal Depth Manning Formula 0.01 0.01 0.3 0.67 0.65 0.15 0.98 0.15 0.66 0.38 44.8 0.00447 4.29 0.29 0.58 1.58 1.69 1.57 0.00171 SuperCritical Pipe 5 to Pipe 6 Normal Depth Manning Formula 0.01 0.0075 0.34 0.67 0.69 0.18 1.05 0.17 0.67 0.39 50.4 0.00455 3.91 0.24 0.57 1.34 1.46 1.36 0.00193 SuperCritical Pipe 6 to Pipe 8 Normal Depth Manning Formula 0.01 0.0075 0.45 0.67 1.08 0.25 1.28 0.19 0.63 0.49 67.3 0.00587 4.32 0.29 0.74 1.21 1.46 1.36 0.00473 SuperCritical Pipe 9 to Pipe 10 Normal Depth Manning Formula 0.01 0.01 0.43 0.67 1.16 0.24 1.24 0.19 0.64 0.51 64 0.00625 4.92 0.38 0.8 1.43 1.69 1.57 0.00546 SuperCritical Pipe 10 to Pipe 11 Normal Depth Manning Formula 0.01 0.0185 0.35 0.67 1.18 0.19 1.09 0.17 0.67 0.51 53.1 0.00636 6.27 0.61 0.97 2.08 2.3 2.14 0.00565 SuperCritical Pipe 11 to B2 Normal Depth Manning Formula 0.01 0.0061 0.56 0.67 1.26 0.31 1.56 0.2 0.48 0.53 84.6 0.0068 4 0.25 0.81 0.87 1.32 1.23 0.00644 SubCritical B2 to B3 Normal Depth Manning Formula _ 0.01 0.01_ 0.48 0.67 1.35 0.27 1.34 0.2 0.6_ 0.55 71.4_ 0.00736 5.06 0.4 0.87 1.34 1.69 1.57 0.00739 SuperCritical Pipe 12 to Pipe 13 Normal Depth _Manning Formula 0.01 0.01 0.1 0.67 0.07 0.03 0.52 0.06 0.47 0.12 14.4 0.004 2.26 0.08 0.18 1.55 1.69 1.57 0.00002 SuperCritical Pipe 13 to Pipe 14 Normal Depth Manning Formula 0.01 0.01 0.19 0.67 0.28 0.08 0.75 0.11 0.6 0.24 28.6 0.00384 3.4 0.18 0.37 1.62 1.69 1.57 0.00032 SuperCritical Pipe 14 to B1 Normal Depth Manning Formula 0.01 0.01 0.19 0.67 0.28 0.08 0.75 0.11 0.6 0.24 28.6 0.00384 3.4 0.18 0.37 1.62 1.69 1.57 0.00032 SuperCritical B1 to B3 Normal Depth Manning Formula 0.01 0.0077 0.43 0.67 1.05_ 0.24 1.25 0.19 0.64 0.49 65.1 0.00572 4.34 0.29 0.73 1.24 1.48 1.38 0.00443 SuperCritical B3 to 84 Normal Depth Manning Formula 0.01 0.005_ 0.61 1 2.28 0.51 1.8 0.28 0.97 0.65 61.4 0.00431 4.51 0.32 0.93 1.1 3.52 3.27 0.00242 SuperCritical B4 to B5 Normal Depth Manning Formula 0.01 0.005 0.78 1 3.12 0.66 2.17 0.3 0.83 0.76 78 0.00534 4.75 0.35 1.13 0.94 3.52 3.27 0.00454 SubCritical B5 to B6 Normal Depth Manning Formula 0.01 0.0314 0.59 1 5.42 0.49 1.76 0.28 0.98 0.94 59.3 0.01184 11.16 1.94 2.53 2.8 8.83 8.21 0.0137 SuperCritical B6 to B7 Normal Depth Manning Formula 0.01 0.0313 0.6 1 5.48 0.49 1.77 0.28 0.98 0.94 59.8 0.0121 11.18 1.94 254 2.79 8.81 8.19 0.014 SuperCritical B7 to B8 Normal Depth Manning Formula 0.01 0.0373 0.57 1 5.54 0.46 1.71 0.27 0.99 0.94 57 0.01237 11.99 2.23 2.8 3.1 9.62 8.94 0.01431 SuperCritical