02 Pipe Sizing Analysis

Line Profile (Line 1) - D-200 to Outfall Page 1 of 1 Line 1 - D-200 to Outfall Elev (ft) 237.00 D-26F 237.00 235.00 — 235.00 233.00 233.00 =| 231.00 [ne 231.00 229.00 229.00 227.00 227.00 0 5 10 15 20 25 35 40 45 50 55 Reach (ft) Invert Elevation Depth of Flow Hydraulic Grade Line Velocity Cover Line # Q Dn Up Dn Up Hw Up Jnet Dn Up Dn Up (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (fs) (fs) (ft) (ft) 1 1.16 231.59 231.70 0.67 0.67 1.01 232.26 232.46 232.71 3.31 3.31 2.37 2.93 2022-09-01_Pipe Sizing No. Lines: 3 Run Date: 9/1/2022 Storm Sewers