A reservoir A, the free water surface of which is at an elevation of 275 m, supplies water to reservoirs B and C with water surfaces at 180 m and 150 m elevation respectively. From A to junction D there is a common pipe 300 mm diameter and 16 km long. The pipe from D to B is 200 mm diameter and 9.5 km long while that from D to C is 150 mm diameter and 8 km long. Neglect losses other than pipe friction and taking f = 0.01 for all pipes. A. Calculate the rates of flow at A in (m³/s) B. Calculate the rates of flow at B in (m³/s) C. Calculate the rates of flow at C in (m³/s)
A reservoir A, the free water surface of which is at an elevation of 275 m, supplies water to reservoirs B and C with water surfaces at 180 m and 150 m elevation respectively. From A to junction D there is a common pipe 300 mm diameter and 16 km long. The pipe from D to B is 200 mm diameter and 9.5 km long while that from D to C is 150 mm diameter and 8 km long. Neglect losses other than pipe friction and taking f = 0.01 for all pipes. A. Calculate the rates of flow at A in (m³/s) B. Calculate the rates of flow at B in (m³/s) C. Calculate the rates of flow at C in (m³/s)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A reservoir A, the free water surface of which is at an elevation of 275 m, supplies water to reservoirs B and C with water surfaces at 180 m and 150 m elevation respectively. From A to junction D there is a common pipe 300 mm diameter and 16 km long. The pipe from D to B is 200 mm diameter and 9.5 km long while that from D to C is 150 mm diameter and 8 km long. Neglect losses other than pipe friction and taking f = 0.01 for all pipes.
A. Calculate the rates of flow at A in (m³/s)
B. Calculate the rates of flow at B in (m³/s)
C. Calculate the rates of flow at C in (m³/s)
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