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

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Chapter2: Loads On Structures
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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

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