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Home⇒ Engineering⇒
Fluid mechanics hydraulic engineering
1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. . |
2-Wrong options are also given but dont concentrate there, Right answer is in bold format. |
Q1 ⇒ The horse power transmitted through a pipe is maximum when the ratio of loss of head due to friction and total head supplied is 1/3 [other wrong options] [Discuss in forum] 1/4 1/2 2/3 |
Q2 ⇒ The correct relationship among displacement thickness d, momentum thickness m and energy thickness e is e > d > m [other wrong options] [Discuss in forum] d > m > e d > e > m e > m > d |
Q3 ⇒ For laminar flow in circular pipes, the Darcy's friction factor f is equal to 64/ Re [other wrong options] [Discuss in forum] 16/Re 32/ Re none of the above where R,, is Reynolds number. |
Q4 ⇒ The position of center of pressure on a plane surface immersed vertically in a static mass of fluid is. always below the centroid of the area [other wrong options] [Discuss in forum] at the centroid of the submerged area always above the centroid of the area none of the above |
Q5 ⇒ Two pieces of metal when immersed in a
liquid have equal upthrust on them, then Both pieces must have equal volumes [other wrong options] [Discuss in forum] Both pieces must have equal weig.hts Both pieces must have equal densities Both are floating to the same depth |
Q6 ⇒ The point in the immersed body through which the resultant pressure of the liquid may be taken to act is known as. center of pressure [other wrong options] [Discuss in forum] center of gravity center of buoyancy metacentre |
Q7 ⇒ A wooden cylinder floats vertically in water
with half of its length immersed. The density
of wood is Half the density of water [other wrong options] [Discuss in forum] Equal to that of water Double the density of water The question is incomplete |
Q8 ⇒ The horizontal component of force on a curved surface is equal to the. force on a vertical projection of the curved surface [other wrong options] [Discuss in forum] product of pressure intensity at its centroid and area weight of liquid vertically above the curved surface force on the horizontal projection of the curved surface |
Q9 ⇒ If in a satellite orbiting the earth, a cork is
immersed in a jar of water and released, it
will Remain where left [other wrong options] [Discuss in forum] Rise Sink None of the above |
Q10 ⇒ Stream lines and path lines always coincide in case of. steady flow [other wrong options] [Discuss in forum] steady flow uniform flow turbulent flow |
Q11 ⇒ As ideal fluid is Frictionless and incompressible [other wrong options] [Discuss in forum] One which obeys Newton's law of
viscosity One which satisfies continuity equation One which flows through pipes with least friction |
Q12 ⇒ Due to each end contraction, the discharge of rectangular sharp crested weir is reduced by. 5% [other wrong options] [Discuss in forum] 10% 15% 20% |
Q13 ⇒ The relationship dp/dx = dz/dy
is valid for Irrotational flow [other wrong options] [Discuss in forum] Non-uniform flow Uniform flow Unsteady flow |
Q14 ⇒ Coefficient of contraction for an external cylindrical mouthpiece is. 1.00 [other wrong options] [Discuss in forum] 0.855 0.7H 0.611 |
Q15 ⇒ The ratio between inertia force and viscous
force is called Reynold's number [other wrong options] [Discuss in forum] Froude's number Weber's number Euler's number |
Q16 ⇒ When a bubble rises from the bottom of a
lake to the surface, its radius doubles. The
atmospheric pressure is equal to that of a
column of water of height H. The depth of the
lake is 7H [other wrong options] [Discuss in forum] H 2H 8H |
Q17 ⇒ The depth 'd' below the free surface at which the point velocity is equal to the average velocity of flow for a uniform laminar flow with a free surface, will be 0.577 D [other wrong options] [Discuss in forum] 0.423 D 0.223 D 0.707 D |
Q18 ⇒ When the flow in open channel is gradually
varied, the flow is said to be Steady non-uniform flow [other wrong options] [Discuss in forum] Steady uniform flow Unsteady uniform flow Unsteady non-uniform flow |
Q19 ⇒ When a ship floats on water The weight of water displaced is equal to the weight of the ship [other wrong options] [Discuss in forum] It displaces no water The weight of water displaced is lesser than the weight of the ship The weight of water displaced is greater than the weight of the ship |
Q20 ⇒ The value of friction factor 'f' for smooth pipes for Reynolds number 106 is approximately equal to. 0.01 [other wrong options] [Discuss in forum] 0.1 0.001 0.0001 |
Or |