4.3.2. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following water surface (WS) elevation and pipe data (lengths and diameters): Ws1 = 5,200 ft W S2 = 5,150 ft W S3 = 5,100 ft L1 = 6,000 ft D1 = 4 ft L2 = 2,000 ft D2 = 3 ft L3 = 8,000 ft D3 = 5 ft All of the pipes are lined ductile iron (DIP, e – 0.0004 ft), and the temperature of the water is 68°F. Also determine the elevation of the junction (J) if the pressure head (P/y) at the junction mea- sured by a piezometer (height from P to J) is 30 ft. WS1 Reservoir 1 WS2 Reservoir 2 Pipe 1 Pipe 2 WS3 Pipe 3 Reservoir 3 Figure P4.3.2
4.3.2. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following water surface (WS) elevation and pipe data (lengths and diameters): Ws1 = 5,200 ft W S2 = 5,150 ft W S3 = 5,100 ft L1 = 6,000 ft D1 = 4 ft L2 = 2,000 ft D2 = 3 ft L3 = 8,000 ft D3 = 5 ft All of the pipes are lined ductile iron (DIP, e – 0.0004 ft), and the temperature of the water is 68°F. Also determine the elevation of the junction (J) if the pressure head (P/y) at the junction mea- sured by a piezometer (height from P to J) is 30 ft. WS1 Reservoir 1 WS2 Reservoir 2 Pipe 1 Pipe 2 WS3 Pipe 3 Reservoir 3 Figure P4.3.2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine flow rates in the branching pipe system depicted in Figure P4.3.2 given the following
water surface (WS) elevation and pipe data (lengths and diameters):
WS1 = 5,200 ft L1 = 6,000 ft D1 = 4 ft
WS2 = 5,150 ft L2 = 2,000 ft D2 = 3 ft
WS3 = 5,100 ft L3 = 8,000 ft D3 = 5 ft
All of the pipes are lined ductile iron (DIP, ), and the temperature of the water is 68℉
. Also determine the elevation of the junction (J) if the pressure head (P/?) at the junction mea-sured
by a piezometer (height from P to J) is . 30 ft
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