A. e.g. of body
B. center of pressure
C. center of buoyancy
D. metacentre
E. liquid surface
A. Mach number
B. Froude number
C. Reynold’s number
D. Weber’s number
E. none of the above
Ratio of inertia force to surface Jension is known as ________________________? Read More »
Civil Engineering Mcqs, Hydraulics and Fluid Mechanics A. resultant force acting on a floating body
B. equal to the volume of liquid displaced
C. force necessary to keep a body in equilibrium
D. the resultant force on a body due to the fluid surrounding it
E. none of the above
Buoyant force is___________________? Read More »
Civil Engineering Mcqs, Fluid Mechanics, Hydraulics and Fluid Mechanics A. the weight of the body
B. more than the weight of the body
C. less than the weight of the body
D. weight of the fluid displaced by the body
E. weight of body plus the weight of the fluid displaced hy the body
A. bottom surface of the body
B. e.g. of the body
C. metacentre
D. all points on the surface of the body
E. all of the above
A. vertical upward force through e.g. of body and center line of body
B. buoyant force and the center line of body
C. mid point between e.g. and center of buoyancy
D. all of the above
E. none of the above
Metacentre is the point of intersection of _________________________? Read More »
Civil Engineering Mcqs, Fluid Mechanics, Hydraulics and Fluid Mechanics A. 2.4 m
B. 3.0 m
C. 4.0 m
D.”2.5 m
E. 5.0 m
A. The horizontal component of the hydro-static force on any surface is equal to the normal force on the vertical projection of the surface
B. The horizontal component acts through the center of pressure for the vertical projection
C. The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
D. he vertical component passes through the center of pressure of the volume
E. Center of pressure acts at a greater depth than center of gravity
Choose the wrong statement___________________? Read More »
Civil Engineering Mcqs, Hydraulics and Fluid Mechanics A. 2 meters of water column
B. 3 meters of water column
C. 5 meters of water column
D. 6 meters of water Column
E. 7 meters of water column
A. 9,000 kg
B. 13,500 kg
C. 18,000 kg
D. 27,000 kg
E. 30,000 kg
