From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f = 0.015). At point D it is divided into two branches. A 50-cm-diameter, 600-m-long pipe (f = 0.024) connects to reservoir B while a 60-cm-diameter, 1200-m-long pipe (f = 0.02) connects to reservoir C. The surface elevations at A, B, C, and D are 30 m, 25 m, 10 m, and 20 m, respectively. Determine the flow in each pipe. Minor head losses are ignored.
From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f = 0.015). At point D it is divided into two branches. A 50-cm-diameter, 600-m-long pipe (f = 0.024) connects to reservoir B while a 60-cm-diameter, 1200-m-long pipe (f = 0.02) connects to reservoir C. The surface elevations at A, B, C, and D are 30 m, 25 m, 10 m, and 20 m, respectively. Determine the flow in each pipe. Minor head losses are ignored.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f =
0.015). At point D it is divided into two branches. A 50-cm-diameter, 600-m-long pipe (f = 0.024) connects to reservoir B while a 60-cm-diameter, 1200-m-long pipe (f = 0.02) connects to reservoir C. The surface elevations at A, B, C, and D are 30 m, 25 m, 10 m, and 20 m, respectively. Determine the flow in each pipe. Minor head losses are ignored.
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