A 13 is defined as the point of application of the total pressure on the surface of submerged body. [A] Mass moment of inertia [B] Total pressure [C] Centre of Pressure [D] Hydrostatic pressure A14 An oil which has a specific gravity of 0. 895.Then density of an oil is [A] 985 Kg/m [B] 8950 Kg/m? [C] 895 Kg/m? [D] 89.5 Kg/m A 15 If atmospheric pressure is 1.013 bar and gauge pressure is 245.15 bar, then absolute pressure is equal to [A] 244.137 bar [B] 246.163 bar [C] 255.15 bar D] 220.115 bar A16 Major loss will occur in a pipe flow due to [A] Pressure difference [B] Friction [C] Low flowrate [D] High velocity A 17 256.98 liter per minute = cubic meter per second. [A] 4.283x103 [B] 6.283x103 [C] 7.138x105 [D] 8.138x105 A 18 In Darcy - Weisbach equation, the expression for co-efficient of friction for a turbulent flow is [A] 0.79 [B] 0.079 / Re0.25 [C] 0.079 / Re5 [D] 16/ Re (Where Re is Reynolds's Number) A19 The device used to detemine a small or moderately high pressure difference between any two points in two pipes, is [C] Differential manometer [D] venturimeter [A] pitot tube A20 Name the type of flow in which the velocity is spatially invariant [B] Single U tube manometer [A] Steady flow [B] Unsteady flow [C] Uniform flow [D] Non – uniform flow

Elements Of Electromagnetics
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A 13
_is defined as the point of application of the total pressure on the surface of
submerged body.
[A] Mass moment of inertia [B] Total pressure [C] Centre of Pressure [D] Hydrostatic pressure
A14
An oil which has a specific gravity of 0. 895.Then density of an oil is
[A] 985 Kg/m [B] 8950 Kg/m?
[C] 895 Kg/m?
[D] 89.5 Kg/m?
A 15 If atmospheric pressure is 1.013 bar and gauge pressure is 245.15 bar, then absolute pressure is equal to
[A] 244.137 bar
[B] 246.163 bar
[C] 255.15 bar
D] 220.115 bar
A16 Major loss will occur in a pipe flow due to
[A] Pressure difference B] Friction
[C] Low flowrate
[D] High velocity
A 17
256.98 liter per minute =
cubic meter per second.
[A] 4.283x103
[B] 6.283x103
[C] 7.138x10-5
[D] 8.138x105
A 18 In Darcy-Weisbach equation, the expression for co-efficient of friction for a turbulent flow is
[A] 0.79
[B] 0.079 / Re0.25
[C] 0.079 / Res
[D] 16/ Re
(Where Re is Reynolds's Number)
The device used to determine a small or moderately high pressure difference between any two points in
two pipes, is
A19
[C] Differential manometer [D] venturimeter
[A] pitot tube [B] Single U tube manometer
A20 Name the type of flow in which the velocity is spatially invariant
[A] Steady flow [B] Unsteady flow [C] Uniform flow
[D] Non – uniform flow
くS 。
Transcribed Image Text:A 13 _is defined as the point of application of the total pressure on the surface of submerged body. [A] Mass moment of inertia [B] Total pressure [C] Centre of Pressure [D] Hydrostatic pressure A14 An oil which has a specific gravity of 0. 895.Then density of an oil is [A] 985 Kg/m [B] 8950 Kg/m? [C] 895 Kg/m? [D] 89.5 Kg/m? A 15 If atmospheric pressure is 1.013 bar and gauge pressure is 245.15 bar, then absolute pressure is equal to [A] 244.137 bar [B] 246.163 bar [C] 255.15 bar D] 220.115 bar A16 Major loss will occur in a pipe flow due to [A] Pressure difference B] Friction [C] Low flowrate [D] High velocity A 17 256.98 liter per minute = cubic meter per second. [A] 4.283x103 [B] 6.283x103 [C] 7.138x10-5 [D] 8.138x105 A 18 In Darcy-Weisbach equation, the expression for co-efficient of friction for a turbulent flow is [A] 0.79 [B] 0.079 / Re0.25 [C] 0.079 / Res [D] 16/ Re (Where Re is Reynolds's Number) The device used to determine a small or moderately high pressure difference between any two points in two pipes, is A19 [C] Differential manometer [D] venturimeter [A] pitot tube [B] Single U tube manometer A20 Name the type of flow in which the velocity is spatially invariant [A] Steady flow [B] Unsteady flow [C] Uniform flow [D] Non – uniform flow くS 。
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