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1736 Fourth Avenue S, Suite A <br />® I © I ® Seattle, Washington 98134 <br />phone 206.624.1387 <br />fax 206.624.1388 <br />3) Exit Head Loss (Junctions) <br />hm.exit = (v^2)4 <br />g <br />Exit Loss at Junction 1: <br />Pipe Diameter, d = 24 inArea, A = 3.14 sf <br />hm.exit = (v-2)4 = <br />g <br />Exit Loss at Junction 2: <br />Pipe Diameter, d = 24 inArea, A = 3.14 sf <br />hm.exit = (v-2)4 = <br />g <br />Exit Loss at Outfall. <br />Pipe Diameter, d — 24 in <br />Area, A = 3.14 sf <br />hm.exit = (v-2)4 — <br />g <br />Total Exit Losses <br />Project: 154016 - POE WATERFRONT PLACE CENTRAL <br />Sheet Number: 3 Of. 4 <br />Calculated by: CWC Date: 10/21 /16 <br />Checked by: CRW Date: 10/23/ 16 <br />Pipe Flow Velocity, V= 5.704113 fps <br />Flow, Q =1 17.92 cfs <br />0.253 <br />Pipe Flow Velocity, V= 5.704113 fps <br />Flow, Q =1 17.92 cfs <br />0.253 <br />Pipe Flow Velocity, V— 5.704113 fps <br />Flow, Q =1 17.92 cfs <br />0.253 <br />0.758 <br />NOTES& REFERENCES <br />Hydraulics Manual <br />6-5 <br />