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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
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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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.
Transcribed Image Text: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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