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1736 Fourth Avenue S, Suite A <br />® © ® Seattle, Washington 98134 <br />phone 206.624.1387 <br />fax 206.624.1388 <br />I <br />2) Entrance Head Loss (Junctions) <br />Project: 154016 - POE WATERFRONT PLACE CENTRAL <br />Sheet Number: 2 Of. 4 <br />Calculated by: CW C Date: 10/21 / 16 <br />Checked by: CRW Date: 10/23/ 16 <br />hm.enter = (k.enter) (VA 2)2 <br />g <br />Entrance Loss at Junction 1: <br />Pipe Diameter, d = 24 in Pipe Flow Velocity, V= 5.704113 fps <br />Area A = 3.14 sf Flow Q =1 17.92 cfs <br />hm.enter = (k.enter) (v 2) <br />2g <br />Entrance Loss at Junction 2: <br />Pipe Diameter, d = 24 in <br />Area, A = 3.14 sf <br />hm.enter = (k.enter) (v 2) <br />2g <br />Entrance Loss at Junction 3: <br />Pipe Diameter, d = 24 in <br />Area, A = 3.14 sf <br />hm.enter = (k.enter) (v"2)2 <br />g <br />Total Entrance Losses <br />0.505 <br />Pipe Flow Velocity, V= 5.704113 fps <br />Flow, Q =1 17.92 cfs <br />0.505 <br />Pipe Flow Velocity, V= 5.704113 fps <br />Flow, Q =1 17.92 cfs <br />= 0.505 <br />1.516 <br />NOTES& REFERENCES <br />Hydraulics Manual <br />6-5 <br />