civil engineering Mcqs
5801. The pitot tube is used to measure________________?
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A. stagnation pressure

B. velocity at stagnation point

C. dynamic pressure

D. static pressure

5803. If the elevation of hydraulic grade line at the junction of three pipes is above the elevation of reservoirs B and C and below reservoir A, then the direction of flow will be___________________?
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A. from reservoir A to reservoirs B and C

B. from reservoir C to reservoirs A and B

C. from reservoir B to reservoirs C and A

D. unpredictable

5807. The shear stress distribution for a fluid flowing in between the parallel plates, both at rest, is_______________?
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A. constant over the cross section

B. parabolic distribution across the section

C. zero at plates and increases linearly to midpoint

D. zero at the mid plane and varies linearly with distance from mid plane
5809. Size of a venturimeter is specified by________________?
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A. pipe diameter

B. throat diameter

C. angle of diverging section

D. both pipe diameter as well as throat diameter

5810. Select the correct statement?
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A. The friction factor decreases with time

B. The absolute roughness of a pipe de-creases with time

C. A pipe becomes smooth after using for long time

D. The absolute roughness increases with time
5811. The increase in meta centric height_________________?
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A. increases comfort for passengers

B. decreases comfort for passengers</strong>

C. correct answer is?

D. decreases stability

E. increases stability
5812. For hydro-dynamically smooth boundary, the friction coefficient for turbulent flow is_______________?
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A. a function of Reynolds number and relative roughness

B. constant

C. dependent on relative roughness only

D. dependent only on Reynolds number
5813. Drag force is a function of________________?
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A. velocity of the body

B. projected area of the body

C. correct answer is ?

D. mass density of the fluid

5815. The losses are more in_________________?
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A. critical flow

B. turbulent flow

C. transition flow

D. laminar flow

5816. Select the incorrect statement?
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A. Coefficient of contraction is always less than one

B. Stream lines are parallel throughout the jet at vena contracta

C. The pressure intensity at vena contracta is atmospheric

D. Contraction is least at vena contracta

5819. Centre of buoyancy always_________________?
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A. coincides with the centroid of the volume of fluid displaced

B. remains above the centre of gravity

C. coincides with the centre of gravity

D. remains below the centre of gravity

5820. In case of an airfoil, the separation of flow occurs________________?
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A. any where between rear and front of body depending upon Reynolds number

B. at the extreme rear of body

C. at the extreme front of body

D. midway between rear and front of body

5822. Newtons law of viscosity relates________________?
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A. intensity of pressure and rate of angular deformation

B. shear stress and rate of angular deformation

C. viscosity and rate of angular deformation

D. shear stress, viscosity and temperature

5824. The hydraulic grade line is_________________?
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A. always sloping downward in the direction of flow

B. never above the energy grade line

C. always above the centre line of pipe

D. all of the above

5826. If a vessel containing liquid moves downward with a constant acceleration equal to g then_____________?
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A. there will be vacuum in the liquid

B. the pressure in the liquid mass is greater than hydrostatic pressure

C. the pressure throughout the liquid mass is atmospheric

D. none of the above

5827. The major loss of energy in long pipes is due to_______________?
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A. sudden contraction

B. friction

C. gradual contraction or enlargement

D. sudden enlargement

5828. A floating body is said to be in a state of stable equilibrium_________________?
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A. when the metacentre is below the centre of gravity

B. only when its centre of gravity is below its centre of buoyancy

C. when the metacentre is above the centre of gravity

D. when its metacentric height is zero

5830. Separation of flow occurs when_________________?
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A. the pressure intensity reaches a minimum

B. the cross-section of a channel is reduced

C. the boundary layer comes to rest

D. all of the above

5832. For laminar flow in circular pipes, the Darcys friction factor f is equal to_________________?
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A. none of the above where R,, is Reynolds number

B. 64/ Re

C. 16/Re

D. 32/ Re

5834. Which of the following has highest coefficient of discharge ?
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A. venturimeter

B. sharp edged orifice

C. CipoUetti weir

D. Bordas mouthpiece running full

5835. Two pipe systems are said to be equivalent when_________________?
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A. friction factor and length are same in two systems

B. length of pipe and discharge are same in two systems

C. head loss and discharge are same in two systems

D. length and diameter are same in two systems

5839. Least possible value of correction factor for________________?
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A. kinetic energy is 1

B. momentum is zero

C. kinetic energy is zero

D. momentum is 1</strong>

5840. Metacentric height for small values of angle of heel is the distance between the________________?
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A. free surface and centre of buoyancy

B. centre of gravity and metacentre

C. centre of gravity and centre of buoy-ancy

D. centre of buoyancy and metacentre

5841. Which of the following is used to measure the discharge ?
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A. current meter

B. venturimeter

C. hotwire anemometer

D. pitot tube

5842. Stream lines and path lines always coincide in case of__________________?
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A. steady flow

B. uniform flow

C. laminar flow

D. turbulent flow

5844. The wake_______________?
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A. is a region of high pressure intensity

B. always occurs before a separation point

C. none of the above

D. always occurs after a separation point
5846. For laminar flow in a pipe of circular cross-section, the Darcys friction factor f is________________?
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A. directly proportional to Reynolds number and independent of pipe wall roughness

B. inversely proportional to Reynolds number and directly proportional to pipe wall roughness

C. directly proportional to pipe wall roughness and independent of Reynolds number

D. inversely proportional to Reynolds number and indpendent of pipe wall roughness