A pond located at 60 m height is requiring a pump to deliver water at a capacity of 0.05 m³/s from water reservoir shown in the following Figure 3. The water is delivered nsing a commercial cast iron pipe with pipe surtface roughness, ɛ of 0.26 mm having a diameter of 0.2 m at a length of 150 m K = 1.0 Pump K = 1.5 H K = 5.0 K = 0.8 Figure 3: The Schematic Pipe Layout of a water flow system From the data given, (a) Analyze the overall system by identifying the flow regime of the overall pipe layout. (b) Calculate the overall losses incurred by the pipe system. c) Obtain the head of pump (hp) required to accommodaté the requirement of the demand.
A pond located at 60 m height is requiring a pump to deliver water at a capacity of 0.05 m³/s from water reservoir shown in the following Figure 3. The water is delivered nsing a commercial cast iron pipe with pipe surtface roughness, ɛ of 0.26 mm having a diameter of 0.2 m at a length of 150 m K = 1.0 Pump K = 1.5 H K = 5.0 K = 0.8 Figure 3: The Schematic Pipe Layout of a water flow system From the data given, (a) Analyze the overall system by identifying the flow regime of the overall pipe layout. (b) Calculate the overall losses incurred by the pipe system. c) Obtain the head of pump (hp) required to accommodaté the requirement of the demand.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:A pond located at 60 m height is requiring a pump to deliver water at a capacity of 0.05 m³/s
from water reservoir shown in the following Figure 3. The water is delivered nsing a
commercial cast iron pipe with pipe surface roughness, ɛ of 0.26 mm having a diameter of
0.2 m at a length of 150 m
KL = 1.0
exit
Pump
KLabo = 1.5
"elbow
H KLvalve
= 5.0
K = 0.8
Figure 3: The Schematic Pipe Layout of a water flow system
From the data given,
(a) Analyze the overall system by identifying the flow regime of the overall pipe
layout.
(b) Calculate the overall losses incurred by the pipe system.
c) Obtain the head of pump (hp) required to accommodaté the requirement of the
demand.
(d) Obtain the power required by the pump. (Use Ws = yQhp)
For water, use u = 1.12x 103 Ns/m² p= 1000 kg/m3 g = 9.81 m/s?
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