Example Two cast-iron pipes in series connect two reservoirs (Figure 4.1). Both pipes are 300 m long and have umeters of 0.6 m and 0.4 m, respectively. The elevation of the water surface (WS) in reservoir A is 80 m. The discharge of 10C water from reservoir A to reservoir Bis 0.5 m'/s. Find the elevation of the surface of servoir B. Assume a sudden contraction at the junction and a square-edged entrance. 80 m EGL = at = of %3D HGL I wis.B = ?? %3D

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example 4.1
Two cast-iron pipes in series connect two reservoirs (Figure 4.1). Both pipes are 300 m long and have
diameters of 0.6 m and 0.4 m, respectively. The elevation of the water surface (WS) in reservoir A is 80 m.
The discharge of 10'C water from reservoir A to reservoir B is 0.5 m'/s. Find the elevation of the surface of
reservoir B. Assume a sudden contraction at the junction and a square-edged entrance.
80 m
EGL
HGL
▼ w.s.B = ??
1
2
pipe
B
300
300
O: 6
0.4
Minor (osses:
Transcribed Image Text:Example 4.1 Two cast-iron pipes in series connect two reservoirs (Figure 4.1). Both pipes are 300 m long and have diameters of 0.6 m and 0.4 m, respectively. The elevation of the water surface (WS) in reservoir A is 80 m. The discharge of 10'C water from reservoir A to reservoir B is 0.5 m'/s. Find the elevation of the surface of reservoir B. Assume a sudden contraction at the junction and a square-edged entrance. 80 m EGL HGL ▼ w.s.B = ?? 1 2 pipe B 300 300 O: 6 0.4 Minor (osses:
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