Problem 3( smooth pipes in series. The entrance and exit to and from the reservoir are flush and submerged. The first pipe is 600 m long and 300 mm in diameter and the second pipe is 900 m long and 150 mm in diameter. The junction between the two pipes is a sudden contraction (k=o.3). Determine the difference in water (v=1x10-6 m²/s) surface elevations between the two reservoirs if other fittings present include globe valve(k=10) and a gate valve (k=5). The discharge through the system is 80 L/s. Two reservoirs are connected with two

Structural Analysis
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Author:KASSIMALI, Aslam.
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3.
Problem 3(
smooth pipes in series. The entrance and exit to and from
the reservoir are flush and submerged. The first pipe is 600
m long and 300 mm in diameter and the second pipe is 900
m long and 150 mm in diameter. The junction between the
two pipes is a sudden contraction (k=o.3). Determine the
difference in water (v=1x10-6 m2/s) surface elevations
between the two reservoirs if other fittings present include
globe valve(k=1o) and a gate valve (k=5). The discharge
through the system is 80 L/s.
Two reservoirs are connected with two
Transcribed Image Text:Problem 3( smooth pipes in series. The entrance and exit to and from the reservoir are flush and submerged. The first pipe is 600 m long and 300 mm in diameter and the second pipe is 900 m long and 150 mm in diameter. The junction between the two pipes is a sudden contraction (k=o.3). Determine the difference in water (v=1x10-6 m2/s) surface elevations between the two reservoirs if other fittings present include globe valve(k=1o) and a gate valve (k=5). The discharge through the system is 80 L/s. Two reservoirs are connected with two
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