ll MIN4:35 PM78%Water stands at a constant elevation of 100 m in a tank feeding water at a constant rate of om's in a horizontal pire laid as follows (tig. 2)A sharp entry trom the tank into the pipe at AFlow in a pipe AB, 50 m long, 20 cm diameter, I- 0,00sSudden entargement at BFlow in pire BC, 200 m long, 40 em diameter, f'- 0,01Sudden contraction at C, Cc -0.625Flow in pipe CD, 30 m long, 15 cm diameter, - 0.005A sharp exit at D into the loner tankri)(iv)(V)(Vii)Assume h,Determine.(at) All the losses(h) The elevaution of the wtier level in the lower tank(c) Sketch the Energy grade line (EGL.) and the lydraulic grade line ( HGL)ELiz 100 m

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Water stands at a constant elevation of 100 m in a tank feeding water at a constant rate of o m's in a horizontal pipe laid as follows (tig. 2) A sharp entry trom the tank into the pipe at A Flow in a pipe AB, 50 m long. 20 cm diameter, f- 0,008 Sudden entargement at B Flow in pipe BC, 200 m long, 40 cm diameter, t' = 0,01 Sudden contraction at C, Ce- 0.625 Flow in pipe CD, 30 m long, 15 em diameter, f- 0.005 (i) (ii) (iv) (V) (vii) A sharp exit at D into the lower tank Assume h, Determine. (t) All the losses (b) The elevation of the water level in the lower tank (c) Sketch the Energy grade line (EGl.) and the Hydraulic grade line ( HGL) ELa 100 m A

Water stands at a constant elevation of 100 m in a tank feeding water at a constant rate of o m's in a horizontal pipe laid as follows (tig. 2) A sharp entry trom the tank into the pipe at A Flow in a pipe AB, 50 m long. 20 cm diameter, f- 0,008 Sudden entargement at B Flow in pipe BC, 200 m long, 40 cm diameter, t' = 0,01 Sudden contraction at C, Ce- 0.625 Flow in pipe CD, 30 m long, 15 em diameter, f- 0.005 (i) (ii) (iv) (V) (vii) A sharp exit at D into the lower tank Assume h, Determine. (t) All the losses (b) The elevation of the water level in the lower tank (c) Sketch the Energy grade line (EGl.) and the Hydraulic grade line ( HGL) ELa 100 m A

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

ll MIN
4:35 PM
78%
Water stands at a constant elevation of 100 m in a tank feeding water at a constant rate of o
m's in a horizontal pire laid as follows (tig. 2)
A sharp entry trom the tank into the pipe at A
Flow in a pipe AB, 50 m long, 20 cm diameter, I- 0,00s
Sudden entargement at B
Flow in pire BC, 200 m long, 40 em diameter, f'- 0,01
Sudden contraction at C, Cc -0.625
Flow in pipe CD, 30 m long, 15 cm diameter, - 0.005
A sharp exit at D into the loner tank
ri)
(iv)
(V)
(Vii)
Assume h,
Determine.
(at) All the losses
(h) The elevaution of the wtier level in the lower tank
(c) Sketch the Energy grade line (EGL.) and the lydraulic grade line ( HGL)
ELiz 100 m

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