From reservoir A water is supplied by a pipe that is 12 inches in diameter and 1000 ft long. At point D it is divided into two branches. One 6 inch-diameter, 2000-ft-long pipe connects to reservoir B and another 12 inch-diameter, 1500-ft- long pipe connects to reservoir C. The surface elevations at A, B, C, and D are 120 ft, 80 ft, 40 ft, and 60 ft respectively. Determine the flow in each pipe. Take f = 0.007 for all pipes and PD/γ is 20.5 ft.
From reservoir A water is supplied by a pipe that is 12 inches in diameter and 1000 ft long. At point D it is divided into two branches. One 6 inch-diameter, 2000-ft-long pipe connects to reservoir B and another 12 inch-diameter, 1500-ft- long pipe connects to reservoir C. The surface elevations at A, B, C, and D are 120 ft, 80 ft, 40 ft, and 60 ft respectively. Determine the flow in each pipe. Take f = 0.007 for all pipes and PD/γ is 20.5 ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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From reservoir A water is supplied by a pipe that is 12 inches in diameter
and 1000 ft long. At point D it is divided into two branches. One 6 inch-diameter,
2000-ft-long pipe connects to reservoir B and another 12 inch-diameter, 1500-ft-
long pipe connects to reservoir C. The surface elevations at A, B, C, and D are
120 ft, 80 ft, 40 ft, and 60 ft respectively. Determine the flow in each pipe. Take f
= 0.007 for all pipes and PD/γ is 20.5 ft.
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