A 0.60 m. dia. pipe 600 m. long has ahead loss of 1.2 m.Find the discharge flowing in thepipe using f= 0.012.a) 0.614 m³/s c) 0.574 m³/sb) 0.418 m³/s-d) 0.396 m³/sFind the discharge flowing in thepipe using n = 0.014.0.254 m³/s c) 0.124 m³/sb) 0.326 m³/s d) 0.478 m³/sFind the dischargepipe using C = 120.a) 0.305 m³/sb) -0.582 m³/sflowing in thec) 0.614 m³/sd) 0.478 m³/s

Given, Diameter of pipe (D) = 0.60 m Pipe length (L) = 600 m Head loss (HL) = 1.2 m

A 0.60 m. dia. pipe 600 m. long has a head loss of 1.2 m. Find the discharge flowing in the pipe using f = 0.012. a) 0.614 m³/s c) b) 0.418 m³/s-d) 0.574 m³/s 0.396 m³/s 2 Find the discharge flowing in the pipe using n = 0.014. a) 0.254 m³/s c) 0.124 m³/s b) 0.326 m³/s d) 0.478 m³/s Find the discharge pipe using C= 120. a) 0.305 m³/s b) -0.582 m³/s flowing in the c) 0.614 m³/s d) 0.478 m³/s

A 0.60 m. dia. pipe 600 m. long has a head loss of 1.2 m. Find the discharge flowing in the pipe using f = 0.012. a) 0.614 m³/s c) b) 0.418 m³/s-d) 0.574 m³/s 0.396 m³/s 2 Find the discharge flowing in the pipe using n = 0.014. a) 0.254 m³/s c) 0.124 m³/s b) 0.326 m³/s d) 0.478 m³/s Find the discharge pipe using C= 120. a) 0.305 m³/s b) -0.582 m³/s flowing in the c) 0.614 m³/s d) 0.478 m³/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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Question

A 0.60 m. dia. pipe 600 m. long has a
head loss of 1.2 m.
Find the discharge flowing in the
pipe using f= 0.012.
a) 0.614 m³/s c) 0.574 m³/s
b) 0.418 m³/s-d) 0.396 m³/s
Find the discharge flowing in the
pipe using n = 0.014.
0.254 m³/s c) 0.124 m³/s
b) 0.326 m³/s d) 0.478 m³/s
Find the discharge
pipe using C = 120.
a) 0.305 m³/s
b) -0.582 m³/s
flowing in the
c) 0.614 m³/s
d) 0.478 m³/s

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