For the three-reservoir problem shown , the flow through pipe 2, from Dto B, is 3.0 CFS.a) Find the head loss in PIPE 2.b) Determine the flow in pipe 3 (in cfs) and is directed from where?c) What is the length(in feet) of pipe 1 from reservoir A? hf4.72LQ1.851.85 p4.87-(Hazen-Williams Formula for Headloss)L = length in feetC=roughness coefficientQ = discharge in CFS= diameter of pipe in feet%3D%3D%3DD =2'2 L - 1000PipeD 12 C, -80Pipe 1 L ?D, = 10" C, = 10020%3DPipe 3 L, = 3000'D = 12" C, = 120%3D

A reservoir is an artificial lake created in a river valley by the construction of a dam. The most…

For the three-reservoir problem shown , the flow through pipe 2, from Dto B, is 3.0 CFS. a) Find the head loss in PIPE 2. b) Determine the flow in pipe 3 (in cfs) and is directed from where? c) What is the length(in feet) of pipe 1 from reservoir A?

For the three-reservoir problem shown , the flow through pipe 2, from Dto B, is 3.0 CFS. a) Find the head loss in PIPE 2. b) Determine the flow in pipe 3 (in cfs) and is directed from where? c) What is the length(in feet) of pipe 1 from reservoir A?

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

hf
4.72LQ1.85
1.85 p4.87
-(Hazen-Williams Formula for Headloss)
L = length in feet
C=roughness coefficient
Q = discharge in CFS
= diameter of pipe in feet
%3D
%3D
%3D
D =
2'
2 L - 1000
Pipe
D 12 C, -80
Pipe 1 L ?
D, = 10" C, = 100
20
%3D
Pipe 3 L, = 3000'
D = 12" C, = 120
%3D

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