A pond located at 60 m height is requiring a pump to deliver water at a capacity of 0.05 m³/sfrom water reservoir shown in the following Figure 3. The water is delivered nsing acommercial cast iron pipe with pipe surface roughness, ɛ of 0.26 mm having a diameter of0.2 m at a length of 150 mK, = 1.0"exit„PumpKLabo = 1.5"elbowH KLvalve= 5.0K = 0.8Figure 3: The Schematic Pipe Layout of a water flow systemFrom the data given,(a) Analyze the overall system by identifying the flow regime of the overall pipelayout.(b) Calculate the overall losses incurred by the pipe system.c) Obtain the head of pump (hp) required to accommodaté the requirement of thedemand.(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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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 using 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

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 using 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

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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Question

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
K, = 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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