b) A differential manometer is connected to two pipes whose centers are at 3m difference in height. Higher level pipe is carrying liquid of specific gravity of 0.9 at a pressure of 1.8 bar and another pipe is carrying liquid at specific gravity of 1.5 at a pressure of 1 bar. The centre of pipe carrying low pressure liquid is 2m above the higher level of the mercury in the manometer. Find out the difference in mercury level in the manometer in cm
b) A differential manometer is connected to two pipes whose centers are at 3m difference in height. Higher level pipe is carrying liquid of specific gravity of 0.9 at a pressure of 1.8 bar and another pipe is carrying liquid at specific gravity of 1.5 at a pressure of 1 bar. The centre of pipe carrying low pressure liquid is 2m above the higher level of the mercury in the manometer. Find out the difference in mercury level in the manometer in cm
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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2. a) Explain the working of Micro manometers with neat sketch
b) A differential manometer is connected to two pipes whose centers are at 3m
difference in height. Higher level pipe is carrying liquid of specific gravity of
0.9 at a pressure of 1.8 bar and another pipe is carrying liquid at specific
gravity of 1.5 at a pressure of 1 bar. The centre of pipe carrying low pressure
liquid is 2m above the higher level of the mercury in the manometer. Find out
the difference in mercury level in the manometer in cm
3. a) dassify the different types of flows. Explain in brief (i) laminar and turbulent
flows (ii) rotational and irrotational flows (iii)Uniform and non Uniform flows
b) In a particular steady state, incompressible flow field, the velocity components
are given as u =2xy and v= x²-v²+C²
Find out the stream function to represent this flow
A 330 mm diameter 120° bend discharges 0.4 m'/s of water in the atmosphere. (I
If the pressure of water entering the bend is 160 kN/m(guage), determine the
force required to hold the bend in place. Assume the bend to be in horizontal
plane.
4.
A pipeline of 600 mm diameter and a 4km length connects two reservoirs. The
difference of water levels in the reservoirs is 20 m. At a distance of 1 km from
the upper reservoir, a small pipe is connected to the pipelines. The water can be
taken from the small pipe. Find the discharge to the lower reservoir if (i) No
water is taken from the small pipe, and (ii) 0.1 m²/s of water is taken from
small pipe.
Take coefficient of friction =0.005 and neglect minor losses.
5.
1 of 2
Code No: R1621016
R16
SE
6. a) Explain the working of orifice meter with the neat sketch. List out the
differences of Orifice meter and Venturimeter.
b) A horizontal venturimeter with inlet and throat diameters 160 mm and 60 mm
respectively is used to measure the flow of an oil of specific gravity 0.8.If the
discharge of oil is 0.005 m'/s, find the deflection of oil mercury gauge. Take
venturimeter constant =1
7.
Explain the concept of boundary layer? What is the importance of boundary
layer in fluid flow problems? Derive Von Karman momentum integral equation
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