Two new cast iron pipes in series connect two reservoirs. Both pipes are 300m long and have diameters 0.6m and 0.4m respectively. The elevation of the water surface in reservoir A is 80m. The discharge of water from reservoir A to reservoir B is 0.5m³/s. Find the elevation of the surface of reservoir B. H B If entrance from reservoir A to pipe loss coefficient Ke = 0.5 Coefficient of contraction, Kc = 0.21 and entrance from pipe 2 to reservoir B coefficient, Kez = 1 fi(frictional factor in pipe 1) = 0.017 and F2 = 0.018

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. Two new cast iron pipes in series connect two reservoirs. Both pipes are 300m long and
have diameters 0.6m and 0.4m respectively. The elevation of the water surface in
reservoir A is 80m. The discharge of water from reservoir A to reservoir B is 0.5m³/s.
Find the elevation of the surface of reservoir B.
80m
A
B
If entrance from reservoir A to pipe loss coefficient Ke = 0.5
Coefficient of contraction, Kc = 0.21 and entrance from pipe 2 to reservoir B coefficient,
Kez = 1 fi(frictional factor in pipe 1) = 0.017 and F2 = 0.018
Transcribed Image Text:1. Two new cast iron pipes in series connect two reservoirs. Both pipes are 300m long and have diameters 0.6m and 0.4m respectively. The elevation of the water surface in reservoir A is 80m. The discharge of water from reservoir A to reservoir B is 0.5m³/s. Find the elevation of the surface of reservoir B. 80m A B If entrance from reservoir A to pipe loss coefficient Ke = 0.5 Coefficient of contraction, Kc = 0.21 and entrance from pipe 2 to reservoir B coefficient, Kez = 1 fi(frictional factor in pipe 1) = 0.017 and F2 = 0.018
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