9. Find the discharge through a rectangular orifice 2.2 m wide and 1.3 m deep fitted to a casier tank. The water level in a team is 2.5 m above the top edge of orifice. 10. Find the discharge through a rectangular orifice 3.2 m wide and 1.7 m deep fitted to a casier tank. The water level in a team is 3.3 m above the top edge of orifice. Take Cd = 0.6 i 11. Loss of head due to friction is a) Inversely proportional to velocity b) Inversely proportional to hydraulic radius d) Directly proportional to gravitational constant b) Directly proportional to hydraulic radius 12. Which among the following does not depend on the friction factor? a) Pipe diameter b) Fluid density ¢) Viscosity d) Weight 12. How do we calculate losses for a larger range of Reynolds number? a) Scatter chart b) Bar chart ¢) Moody chart d) Column histogram ) is formula for friction factor of circular pipes? 14. Which of the following equations is a result of momentum conservation for inviscid steady flows? a) Bernoulli's equation b) Euler's equation c) First law of thermodynamics d) Navier-Stokes ‘equation 9. Find the discharge through a rectangular orifice 2.2 m wide and 1.3 m deep fitted to aeasier tank. The water level in a team is 2.5 m above the top edge of orifice....10. Find the discharge through a rectangular orifice 3.2 m wide and 1.7 m deep fitted to aeasier tank. The water level in a team is 3.3 m above the top edge of orifice. Take Cd =0.6.11. Loss of head due to friction isa) Inversely proportional to velocityb) Inversely proportional to hydraulic radiusd) Directly proportional to gravitational constantb) Directly proportional to hydraulic radius12. Which among the following does not depend on the friction factor?a) Pipe diameterb) Fluid densityc) Viscosityd) Weight12. How do we calculate losses for a larger range of Reynolds number?a) Scatter chartb) Bar chartc) Moody chartd) Column histogram13.is formula for friction factor of circular pipes?14. Which of the following equations is a result of momentum conservation forinviscid steady flows?a) Bernoulli's equationb) Euler's equationc) First law of thermodynamicsd) Navier-Stokes 'equation

Name: 9. Find the discharge through a rectangular orifice 2.2 m wide and 1.3
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Description: 9. Find the discharge through a rectangular orifice 2.2 m wide and 1.3 m deep fitted to a casier tank. The water level in a team is 2.5 m above the top edge of orifice. 10. Find the discharge through a rectangular orifice 3.2 m wide and 1.7 m deep fi

9. H1 = 2.5 m H2 = 3.8 m b = 2.2

Answered: 9. Find the discharge through a…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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9. Find the discharge through a rectangular orifice 2.2 m wide and 1.3 m deep fitted to a casier tank. The water level in a team is 2.5 m above the top edge of orifice. 10. Find the discharge through a rectangular orifice 3.2 m wide and 1.7 m deep fitted to a casier tank. The water level in a team is 3.3 m above the top edge of orifice. Take Cd = 0.6 i 11. Loss of head due to friction is a) Inversely proportional to velocity b) Inversely proportional to hydraulic radius d) Directly proportional to gravitational constant b) Directly proportional to hydraulic radius 12. Which among the following does not depend on the friction factor? a) Pipe diameter b) Fluid density ¢) Viscosity d) Weight 12. How do we calculate losses for a larger range of Reynolds number? a) Scatter chart b) Bar chart ¢) Moody chart d) Column histogram ) is formula for friction factor of circular pipes? 14. Which of the following equations is a result of momentum conservation for inviscid steady flows? a) Bernoulli's equation b) Euler's equation c) First law of thermodynamics d) Navier-Stokes ‘equation

9. Find the discharge through a rectangular orifice 2.2 m wide and 1.3 m deep fitted to a
easier tank. The water level in a team is 2.5 m above the top edge of orifice....
10. Find the discharge through a rectangular orifice 3.2 m wide and 1.7 m deep fitted to a
easier tank. The water level in a team is 3.3 m above the top edge of orifice. Take Cd =
0.6.
11. Loss of head due to friction is
a) Inversely proportional to velocity
b) Inversely proportional to hydraulic radius
d) Directly proportional to gravitational constant
b) Directly proportional to hydraulic radius
12. Which among the following does not depend on the friction factor?
a) Pipe diameter
b) Fluid density
c) Viscosity
d) Weight
12. How do we calculate losses for a larger range of Reynolds number?
a) Scatter chart
b) Bar chart
c) Moody chart
d) Column histogram
13.
is formula for friction factor of circular pipes?
14. Which of the following equations is a result of momentum conservation for
inviscid steady flows?
a) Bernoulli's equation
b) Euler's equation
c) First law of thermodynamics
d) Navier-Stokes 'equation

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