Reservoir I WSI Figure P4.3.2 Reservoir 3 Pipe 1 WS2 = 1,580 m WS3 = 1,550 m WS3 VH₁ J Pipe 3 Pipe 2 WS2 4.3.3. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 Dgiven the following water surface (WS) elevation and pipe data (lengths and diameters): WS1 = 1,600 m Reservoir 2 L1 = 1,200 m ⠀ L2= 600 m L3= 900 m D1 = 1.2 m D2 = 1.0 m D3 = 1.5 m> All of the pipes are concrete (smooth, e = 0.18 mm) and the temperature of the water is 20°C. Also determine the pressure head (P3/7) at the junction (height from J to H₁) if the elevation of the junction () is 1,550 m.
Reservoir I WSI Figure P4.3.2 Reservoir 3 Pipe 1 WS2 = 1,580 m WS3 = 1,550 m WS3 VH₁ J Pipe 3 Pipe 2 WS2 4.3.3. Determine flow rates in the branching pipe system depicted in Figure P4.3.2 Dgiven the following water surface (WS) elevation and pipe data (lengths and diameters): WS1 = 1,600 m Reservoir 2 L1 = 1,200 m ⠀ L2= 600 m L3= 900 m D1 = 1.2 m D2 = 1.0 m D3 = 1.5 m> All of the pipes are concrete (smooth, e = 0.18 mm) and the temperature of the water is 20°C. Also determine the pressure head (P3/7) at the junction (height from J to H₁) if the elevation of the junction () is 1,550 m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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