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SITUATION 2: Three reservoirs A, B, and C are connected by a pipe system with a common junction at D. The elevation of A and C are 200 m and 178 m respectively. Reservoir B is higher than that of C with an inflow of 0.6 m/s. The properties of pipes are as follows; from A to D, L = 1200 m, dia. = 800 mm, f = 0.0158; from D to B; L = 450 m, dia. = 600 mm, f = 0.0168, from D to C; L = 1000 m, đia. = 400 mm, f = 0.0168. 4. Determine the discharge in the pipe connected to reservoir A a. 0.45 m/sec b. 1.014 m/sec c. 0.96 m/sec d. 0.31 m/sec 5. Determine the discharge in the pipe connected to reservoir C. a. 2.50 m/sec b. 1.50 m/sec c. 0.36 m/sec d. 0.61 m/sec 6. Determine the elevation of water surface of reservoir B. a 192.7 m C. 170.9 m b. 181.3 m d. 175.6 m

SITUATION 2: Three reservoirs A, B, and C are connected by a pipe system with a common junction at D. The elevation of A and C are 200 m and 178 m respectively. Reservoir B is higher than that of C with an inflow of 0.6 m/s. The properties of pipes are as follows; from A to D, L = 1200 m, dia. = 800 mm, f = 0.0158; from D to B; L = 450 m, dia. = 600 mm, f = 0.0168, from D to C; L = 1000 m, đia. = 400 mm, f = 0.0168. 4. Determine the discharge in the pipe connected to reservoir A a. 0.45 m/sec b. 1.014 m/sec c. 0.96 m/sec d. 0.31 m/sec 5. Determine the discharge in the pipe connected to reservoir C. a. 2.50 m/sec b. 1.50 m/sec c. 0.36 m/sec d. 0.61 m/sec 6. Determine the elevation of water surface of reservoir B. a 192.7 m C. 170.9 m b. 181.3 m d. 175.6 m

Structural Analysis
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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SITUATION 2: Three reservoirs A, B, and C are connected by a pipe system with a common junction at D. The elevation of A and č are 200 m and 178 m respectively. Reservoir B is higher than that of C with an inflow of 0.6 m³/s. The properties of pipes are as follows; from A to D, L = 1200 m, đia. = 800 mm, f = 0.0158; from D to B; L = 450 m, dia. = 600 mm, f = 0.0168; from D to C; L = 1000 m, dia. = 400 mm, f = 0.0168. 4. Determine the discharge in the pipe connected to reservoir A. a. 0.45 m/sec b. 1.014 m/sec c. 0.96 m/sec d. 0.31 m/sec 5. Determine the discharge in the pipe connected to reservoir C. a. 2.50 m/sec b. 1.50 m/sec c. 0.36 m/sec d. 0.61 m?/sec 6. Determine the elevation of water surface of reservoir B. a. 192.7 m c. 170.9 m b. 181.3 m d. 175.6 m
Transcribed Image Text:SITUATION 2: Three reservoirs A, B, and C are connected by a pipe system with a common junction at D. The elevation of A and č are 200 m and 178 m respectively. Reservoir B is higher than that of C with an inflow of 0.6 m³/s. The properties of pipes are as follows; from A to D, L = 1200 m, đia. = 800 mm, f = 0.0158; from D to B; L = 450 m, dia. = 600 mm, f = 0.0168; from D to C; L = 1000 m, dia. = 400 mm, f = 0.0168. 4. Determine the discharge in the pipe connected to reservoir A. a. 0.45 m/sec b. 1.014 m/sec c. 0.96 m/sec d. 0.31 m/sec 5. Determine the discharge in the pipe connected to reservoir C. a. 2.50 m/sec b. 1.50 m/sec c. 0.36 m/sec d. 0.61 m?/sec 6. Determine the elevation of water surface of reservoir B. a. 192.7 m c. 170.9 m b. 181.3 m d. 175.6 m
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