A water company wants to construct a pumping station, which delivers water from a river source to its large storage tank in the manufacturing plant, which will be used for its process cooling fluid. The proposed line consists of 180 ft on the suction side and 700 ft of the same size on the discharge line. a. Using a 3 in Sch. 40 pipe for the suction side and 4 in Sch. 40 pipe for the discharge side, determine the volumetric flow rate in gal/min that will be delivered to the storage tank.
A water company wants to construct a pumping station, which delivers water from a river source to its large storage tank in the manufacturing plant, which will be used for its process cooling fluid. The proposed line consists of 180 ft on the suction side and 700 ft of the same size on the discharge line. a. Using a 3 in Sch. 40 pipe for the suction side and 4 in Sch. 40 pipe for the discharge side, determine the volumetric flow rate in gal/min that will be delivered to the storage tank.
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
Related questions
Question
A water company wants to construct a pumping station, which delivers water from a river source to its large storage tank in the manufacturing plant, which will be used for its process cooling fluid. The proposed line consists of 180 ft on the suction side and 700 ft of the same size on the discharge line.
a. Using a 3 in Sch. 40 pipe for the suction side and 4 in Sch. 40 pipe for the discharge side, determine the volumetric flow rate in gal/min that will be delivered to the storage tank.

Transcribed Image Text:Total head, feet
110
100
90
80
70
60
40
30
5017 in.
20
10
0
10 in. diameter
Impeller
9 in.
8 in.
6 in.
NPSH
0
50
10
100
I
20
1
30
50.
150
1
40
55-
60
200
Capacity
4 ft
1
50
250
(a)
1
60
65
hp
Efficiency
300
1
70
6 t
350
80
-7 tt-
400
90
65.
8 It
60
475 hp
1
EL
9 ft
10 hp)
35
30
25
20
-15
10
5
Meters
450 gal/min.
100 m³/hr
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