1010 N BROADWAY EVCC 2018-01-01 MF Import

25-year,24-hour output from FlowMaster Roughness Channel Slope Normal Diameter Discharge Flow Area Wetted Hydraulic Top Width Critical Depth Percent Critical Slope Velocity Velocity Specific Energy Froude Maximum Discharge Discharge Full Slope Full Label Solve For Friction Method Coefficient (ft/ft) Depth(ft) (ft) (ft3/s) (ft2) Perimeter(ft) Radius(ft) (ft) (ft) Full(%) (ft/ft) (ft/s) Head(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 0.08 0.5 0.06 0.02 0.4 0.05 0.36 0.12 15.2 0.00423 3.18 0.16 0.23 2.45 1.29 1.2 0.00007 SuperCritical Pipe 2 to Pipe 3 Normal Depth Manning Formula 0.01 0.1 0.11 0.67 0.29 0.04 0.56 0.07 0.49 0.25 16.4 0.00385 7.76 0.94 1.05 4.98 5.34 4.97 0.00034 SuperCritical Pipe 3 to Pipe 4 Normal Depth Manning Formula 0.01 0.027 0.19 0.67 0.46 0.08 0.75 0.11 0.6 0.32 28.6 0.00407 5.59 0.49 0.68 2.67 2.78 2.58 0.00086 SuperCritical Pipe 4 to Pipe 5 Normal Depth Manning Formula 0.01 0.01 0.25 0.67 0.48 0.12 0.88 0.14 0.65 0.32 37.9 0.00411 3.96 0.24 0.5 1.61 1.69 1.57 0.00093 SuperCritical Pipe 5 to Pipe 6 Normal Depth Manning Formula 0.01 0.0075 0.28 0.67_ 0.51 0.14 0.95 0.15 0.66 0.33 42.4 0.00417 3.62 0.2 0.49 1.38 1.46 1.36 0.00105 SuperCritical Pipe 6 to Pipe 8 Normal Depth Manning Formula 0.01 0.0075 0.37 0.67 0.81 0.2 1.12 0.18 0.66 0.43 55.6 0.00488 4.07 0.26 0.63 1.31 1.46 1.36 0.00266 SuperCritical Pipe 9 to Pipe 10 Normal Depth Manning Formula 0.01 0.01 0.36 0.67 0.88 0.19 1.09 0.17 0.66 0.44 53.5 0.0051 4.63 0.33 0.69 1.53 1.69 1.57 0.00314 SuperCritical Pipe 10 to Pipe 11 Normal Depth Manning Formula 0.01 0.0185 0.3 0.67 0.89 0.15 0.98 0.16 0.66 0.45 45 0.00514 5.85 0.53 0.83 2.15 2.3 2.14 0.00321 SuperCritical Pipe 11 to B2 Normal Depth Manning Formula 0.01 0.0061 0.44 0.67 0.96 0.25 1.27 0.19 0.63 0.46 66.6 0.00538 3.89 0.23 0.68 1.09 1.32 1.23 0.00374 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 14A 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 0.17 0.67 0.23 0.07 0.71 0.1 0.58 0.22 25.9 0.00381 3.21 0.16 0.33 1.62 1.69 1.57 0.00021 SuperCritical Pipe 14 to Bi Normal Depth Manning Formula 0.01 0.01 0.17 0.67 0.23 0.07 0.71 0.1 0.58 0.295.25.9 0.00381 3.21 0.16 0.33 1.62 1.69 1.57, 0.00021 SuperCritical B1 to B3 Normal Depth Manning Formula 0.01 0.0077 0.38 0.67 0.84 0.2 1.13 0.18 0.66 0.43 56.3 0.00496 4.14 0.27 0.64 1.32 1.48 1.38 0.00284 SuperCritical B3 to B4 Normal Depth Manning Formula 0.01 0.005 0.6 1 2.21 0.49 1.78 0.28 0.98 0.64 60.2 0.00424 4.48, 0.31 0.91 1.11 3.52 3.27 0.00228 SuperCritical 84 to 65 Normal Depth Manning Formula 0.01 0.005 0.62 1 2.3 0.51 1.81 0.28 0.97 0.65 61.8 0.00433 4.51, 0.32 0.93 1.1 3.52 3.27 0.00247 SuperCritical B5 to B6 Normal Depth Manning Formula 0.01 0.0314 0.42 1 3.06 0.32 1.42_ 0.22 0.99, 0.75 42.3 0.00526 9.69 1.46 1.88 3.02 8.83 8.21 0.00437 SuperCritical _ B6 to B7 Normal Depth ' Manning Formula 0.01 0.0313 0.43 1 3.11 0.32 1.42 0.22 0.99 0.76 42.7 0.00533 9.72 1.47 1.9 3.01 8.81 8.19 0.00451 SuperCritical 87 to B8 Normal Depth Manning Formula 0.01, 0.0373 0.41 1 3.15 0.3 1.39 0.22 0.98 0.76 41 0.00539 10.39 1.68 2.09 3.3 9.62 8.94 0.00463 SuperCritical B2 to B3 Normal Depth Manning Formula 0.01 0.01 0.39 0.67 1.03 0.21 1.17 0.18 0.66 0.48 59.1 0.00566 4.8 0.36 0.75 1.48 1.69 1.57 0.0043 SuperCritical