I- Answer the following problemsP1: Water flows through a pipe of diameter 300mm with a velocity of 5m/s. If the0.08Find the head loss due toRe0.3coefficient of friction is given by; f = 0.015 +friction for a length 10m of this pipe. Take v=0.01x10 "m/s.P2-A trapezoidal channel with a bed width of 5.0 m and side slopes of 1.5 H: 1 Vis laid on a slope of 0.0004. Find the normal depth corresponding to discharges of10.0 m/s, Use Table 2 in Lecture No.6 and take n = 0.015.

Head loss due to friction: head loss due to friction occurs mainly in the piping networking like…

P1: Water flows through a pipe of diameter 300mm with a velocity of 5m/s. If the coefficient of friction is given by; f = 0.015 + 0.08 Find the head loss due to Re03" friction for a length 10m of this pipe. Take v=0.01x10m/s.

P1: Water flows through a pipe of diameter 300mm with a velocity of 5m/s. If the coefficient of friction is given by; f = 0.015 + 0.08 Find the head loss due to Re03" friction for a length 10m of this pipe. Take v=0.01x10m/s.

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

I- Answer the following problems
P1: Water flows through a pipe of diameter 300mm with a velocity of 5m/s. If the
0.08
Find the head loss due to
Re0.3
coefficient of friction is given by; f = 0.015 +
friction for a length 10m of this pipe. Take v=0.01x10 "m/s.
P2-A trapezoidal channel with a bed width of 5.0 m and side slopes of 1.5 H: 1 V
is laid on a slope of 0.0004. Find the normal depth corresponding to discharges of
10.0 m/s, Use Table 2 in Lecture No.6 and take n = 0.015.

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