-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
-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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F33f62a4f-3303-4f16-91a5-e0364d210d50%2F308c906a-c05a-4d4a-8501-3abcc9cee7d2%2Fl6cio8u_processed.jpeg&w=3840&q=75)
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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