-For the pipe system shown in fig. have tow pipes with equal length, what will be the length of pipe between tank A and B if the discharge=0.25m³/sec, and what will be the velocity head in quarter of length. Use f=0.015, Kvalve=10

Structural Analysis
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Chapter2: Loads On Structures
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Also calculate secondary losses with sudden narrowing
-For the pipe system shown in fig. have tow pipes
with equal length, what will be the length of pipe
between tank A and B if the discharge=0.25m³/sec, and
what will be the velocity head in quarter of length. Use
f=0.015, Kvalve=10
Ele.40m
Ele.10m
D= 300mm
D=200mm
Transcribed Image Text:-For the pipe system shown in fig. have tow pipes with equal length, what will be the length of pipe between tank A and B if the discharge=0.25m³/sec, and what will be the velocity head in quarter of length. Use f=0.015, Kvalve=10 Ele.40m Ele.10m D= 300mm D=200mm
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