Water flows from Reservoir A to Reservoir B elevations: Elevation A = 120 ft and Elevation B = 100 ft.Flow is supported by a pump placed right after Reservoir A Pipe length = 12800 ft.Pipe diameter = 2ft,Hazen Williams Coefficient, C_HW = 100.Minor losses are accumulated using the following formula:hL minor = 0.001Q² [Q in feet ^3/s]Friction is computed: hL friction = K*Q1.85where K is the pipe number = -Pump Characteristics are:Q[cfs]01020253035H_p[ft]300273.0225.5187.5138.079.5a. Find Q in [cfs]b.(4.73* Pipe Length)(Pipe diamenter 4.87*C_HW1.85)Draw the EGL and HGL for the system. Be precise when drawing so your graphs representrelevant aspects of the system, and label points of change. Assume a friction factor f= 0.02;Kentry = 0.5, kexit 1.0 and that the pump is placed 100 ft down the line when measuredfrom reservoir A, i.e, Axpump100 ft==

Elevation of Reservoir A= 120 ft Elevation of Reservoir B= 100 ft Pipe length of reservoir A=12800…

a. Find Q in [cfs] b. Draw the EGL and HGL for the system. Be precise when drawing so your graphs represent relevant aspects of the system, and label points of change. Assume a friction factor f= 0.02; Kentry = 0.5, kexit = 1.0 and that the pump is placed 100 ft down the line when measured from reservoir A, i.e, Axpump = 100 ft

a. Find Q in [cfs] b. Draw the EGL and HGL for the system. Be precise when drawing so your graphs represent relevant aspects of the system, and label points of change. Assume a friction factor f= 0.02; Kentry = 0.5, kexit = 1.0 and that the pump is placed 100 ft down the line when measured from reservoir A, i.e, Axpump = 100 ft

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

Water flows from Reservoir A to Reservoir B elevations: Elevation A = 120 ft and Elevation B = 100 ft.
Flow is supported by a pump placed right after Reservoir A Pipe length = 12800 ft.
Pipe diameter = 2ft,
Hazen Williams Coefficient, C_HW = 100.
Minor losses are accumulated using the following formula:
hL minor = 0.001Q² [Q in feet ^3/s]
Friction is computed: hL friction = K*Q1.85
where K is the pipe number = -
Pump Characteristics are:
Q[cfs]
0
10
20
25
30
35
H_p[ft]
300
273.0
225.5
187.5
138.0
79.5
a. Find Q in [cfs]
b.
(4.73* Pipe Length)
(Pipe diamenter 4.87*C_HW1.85)
Draw the EGL and HGL for the system. Be precise when drawing so your graphs represent
relevant aspects of the system, and label points of change. Assume a friction factor f= 0.02;
Kentry = 0.5, kexit 1.0 and that the pump is placed 100 ft down the line when measured
from reservoir A, i.e, Axpump
100 ft
=
=

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