Situation 2: Reservoir B in the figure supplies 560 liters per second to reservoirs A and C. For this problem, the following data are given: Pipe 1: D = 600 mm, L 500 m Pipe 2: D = 800 mm, L= 800 m Pipe 3: D = 400 mm, L= 800 m Assume f = 0.025 for all pipes. 4. What is the flow in pipe 1 in L/s? %3D A. 179 В. 381 С. 182 D. 378 5. What is the flow in pipe 3 in L/s? А. 179 В. 381 С. 182 D. 378 6. What is the elevation of reservoir B in meters? А. 305 В. 275 С. 280 D. 302 B A El. 300 m Pipe 2 Pipe 1 Pipe 3 El. 277 m
Situation 2: Reservoir B in the figure supplies 560 liters per second to reservoirs A and C. For this problem, the following data are given: Pipe 1: D = 600 mm, L 500 m Pipe 2: D = 800 mm, L= 800 m Pipe 3: D = 400 mm, L= 800 m Assume f = 0.025 for all pipes. 4. What is the flow in pipe 1 in L/s? %3D A. 179 В. 381 С. 182 D. 378 5. What is the flow in pipe 3 in L/s? А. 179 В. 381 С. 182 D. 378 6. What is the elevation of reservoir B in meters? А. 305 В. 275 С. 280 D. 302 B A El. 300 m Pipe 2 Pipe 1 Pipe 3 El. 277 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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