Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. Neglect minor losses and assume f=0.25 for all pipes. What is the flow in pipe 3? Select one: O a. 329 liters per second O b. 428 liters per second O c 381 liters per second O d. 206 liters per second

Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. Neglect minor losses and assume f=0.25 for all pipes. What is the flow in pipe 3? Select one: O a. 329 liters per second O b. 428 liters per second O c 381 liters per second O d. 206 liters per second

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The three reservoirs, A, B and C are connected by pipelines A, B and C respectively which meets at the junction X. The elevation of reservoir A is equal to 300 m while that of B is 285 m. The discharge flowing out of reservoir A is 1.4 cu.m/sec. (Pipes, Diameter, Length, Friction factor "f")A, 800 mm, 1500 m, 0.0157B, 600 mm, 450 m, 0.0162C, 450 mm, 1200 m, 0.0177 (a) Compute the rate of flow in reservoir B in cu.m/sec. (b) Compute the rate of flow in reservoir C in cu.m/sec. (c) Compute the elevation of Reservoir C in meters.
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Three reservoirs are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir B is at elevation 300 m and reservoir C is at elevation 277 m. Pipe 1 is 800 mm in diameter and 800 m long, pipe 2 is 600 mm in diameter and 500 m long and pipe 3 is 400 mm in diameter, 800 m long. Reservoir A supplies 560 liters per second to reservoirs B and C. What is the flow in pipe 2? Neglect minor losses and assume f=0.25 for all pipes. Select one: O a. 179 liters per second O b. 354 liters per second O . 132 liters per second O d. 231 liters per second
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