Using the pump selection table below to determine the best pump for thegiven condition:20 Imp.g.p.m100• A flow of 0.01 m³ /s and a head of 25 m20 US.g-p.m200 s 0 100100-80/32100-65/3230065–40/3280-50/32100-80/26125-100/26125-40/265-50/26 80-65/2610050-32/25-1-100/20100-80/20(ft)5-50/2080-65/2065-40/2050-32/20100-80/1680-85/1665-50/16(m)s0-32/16-65-40/1680-65/13S-0/1365-50/1340–32/13202900r/min1414nyhQL/s1250 200 s0* O 10015125-100/16..

Using the pump selection table below to determine the best pump for the given condition: Imp.gpm • A flow of 0.01 m*/s and a head of 25 m US.9-p.m 100-80/2 100-85/32 80-30/32 6-40/32 125-100/26 100-80/26 120 100 50-32/28- 100-80/20 (ft) 80-65/20 65-50/20 65-40/20 50-32/20 (m)

Using the pump selection table below to determine the best pump for the given condition: Imp.gpm • A flow of 0.01 m*/s and a head of 25 m US.9-p.m 100-80/2 100-85/32 80-30/32 6-40/32 125-100/26 100-80/26 120 100 50-32/28- 100-80/20 (ft) 80-65/20 65-50/20 65-40/20 50-32/20 (m)

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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Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Using the pump selection table below to determine the best pump for the
given condition:
20 Imp.g.p.m
100
• A flow of 0.01 m³ /s and a head of 25 m
20 US.g-p.m
200 s 0 100
100-80/32
100-65/32
300
65–40/32
80-50/32
100-80/26
125-100/26
12
5-40/265-50/26 80-65/26
100
50-32/25-
1-100/20
100-80/20
(ft)
5-50/2080-65/20
65-40/20
50-32/20
100-80/16
80-85/16
65-50/16
(m)
s0-32/16-
65-40/16
80-65/13
S-0/13
65-50/13
40–32/13
20
2900r/min
14
14
nyh
Q
L/s
12
50 200 s0
* O 100
15
125-100/16
..

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