A 2 km long pipe of 0.2 m diameter connects two reservoirs. The difference between water levels in the reservoirs is 8 m. The Darcy-Weisbach friction factor of the pipe is 0.04, Accounting for frictional, entry and exit losses, the velocity in the pipe (in m/s) is:

A 2 km long pipe of 0.2 m diameter connects two reservoirs. The difference between water levels in the reservoirs is 8 m. The Darcy-Weisbach friction factor of the pipe is 0.04, Accounting for frictional, entry and exit losses, the velocity in the pipe (in m/s) is:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

A 2 km long pipe of 0.2 m diameter connects
two reservoirs. The difference between water
levels in the reservoirs is 8 m. The
Darcy-Weisbach friction factor of the pipe is
0.04, Accounting for frictional, entry and exit
losses, the velocity in the pipe (in m/s) is:

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