Top 550+ Solved Fluid Mechanics and Hydraulic Machines MCQ Questions Answer

From 421 to 435 of 693

Q. For hydrodynamically rough boundary the friction coefficient

a. Depends on velocity and relative roughness

b. Varies with Reynold's number

c. Depends on Reynolds number, pressure gradient and relative roughness

d. Remains constant

e. Depends on relative roughness

  • e. Depends on relative roughness

Q. In turbulent flow

a. Cohesion is more effective than momentum transfer in causing shear stress

b. Momentum transfer is on a molecular scale only

c. One lamina of fluid flides smoothly over another

d. Shear stresses are generally larger than in similar laminar flow

e. The fluid particles move in an orderly manner

  • d. Shear stresses are generally larger than in similar laminar flow

Q. In which of the following case of modelling, Reynold number will be used for studying?

a. Hydraulic jump

b. Flow configuration of harbours

c. Flow of castor oil through pipes

d. All of the above

  • c. Flow of castor oil through pipes

Q. The units of kinematic viscosity are

a. kg/m2-sec

b. kg sec/m2

c. m kg/se

d. m2/sec

e. m/kg sec

  • d. m2/sec

Q. Bluff body

a. Surface is smooth so that friction can be neglected

b. Surface does not coincide with stream lines

c. Surface perpendicular to stream lines

d. 8.3

e. Surface coincides with stream lines

  • b. Surface does not coincide with stream lines

Q. The horizontal component of force on a curved surface is equal to the

a. Scalar sum of all elemented horizontal components

b. Product of pressure at its centroid and area

c. Weight of liquid retained by the curved surface

d. Weight of liquid vertically above the curved surface

e. Force on a projection of the curved surface into a vertical plane

  • e. Force on a projection of the curved surface into a vertical plane

Q. Froude number is useful in calculations for

a. Hydraulic jump

b. Surface tension force

c. Flow through pipes

d. Compressible flow problems

e. Water hammer

  • a. Hydraulic jump

Q. Manning's formula is used to determine

a. Friction head loss in irregular sections

b. Discharge through weirs and notches

c. Friction head loss in open channels

d. Friction hed loss in pipes running full

e. Friction head loss in pipes running partially full

  • c. Friction head loss in open channels

Q. In case the velocity vector at different points along a stream line remains unchanged then the flow is termed as

a. Irrotational flow

b. Uniform flow

c. Stoke's flow

d. Rotational flow

  • b. Uniform flow
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