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MCQs

Total Questions : 250 | Page 24 of 25 pages
Question 231.


X-component of velocity in a 2-D incompressible flow is given by u = y2 + 4 xy. If Y-com-ponent of velocity 'v' equals zero at y = 0, the expression for 'v' is given by



  1.    4y
  2.    2y2
  3.    -2y2
  4.    2xy
 Discuss Question
Answer: Option C. -> -2y2


Question 232.

The kinetic energy correction factor for a full developed laminar flow through a circular pipe is



  1.    1.00
  2.    1.33
  3.    2.00
  4.    1.50
 Discuss Question
Answer: Option C. -> 2.00


Question 233.


The slope of the e-log p curve for a soil mass gives :



  1.    coefficient of permeability, k
  2.    coefficient of consolidation Cv
  3.    compression index, Cc
  4.    coefficient of volume compressibility, mv
 Discuss Question
Answer: Option B. -> coefficient of consolidation Cv


Question 234.

Principle involved in the relationship between submerged unit weight and saturated weight of a soil is based on



  1.    Equilibrium of floating bodies
  2.    Archimedes' principle
  3.    Stokes' law
  4.    Darcy's law
 Discuss Question
Answer: Option B. -> Archimedes' principle


Question 235.


The modulus of
subgrade reaction is obtained from the plate bearing test in the form of
load-deformation curve. The pressure corresponding to the following
settlement value should be used for computing modulus of subgrade
reaction



  1.    0.375 cm
  2.    0.175 cm
  3.    0.125 cm
  4.    0.250 cm
 Discuss Question
Answer: Option C. -> 0.125 cm


Question 236.


The ruling
minimum radius of horizontal curve of a national highway in plain
terrain for ruling design speed of 100 km/hour with e = 0.07 and f = 0.15 is close to



  1.    250 m
  2.    360 m
  3.    36 m
  4.    300 m
 Discuss Question
Answer: Option B. -> 360 m


Question 237.


A hydraulic turbine has a discharge of 5 m3/s,
when operating under a head of 20 m with a speed of 500 rpm. If it is
to operate under a head of 15 m, for the same discharge, the rotational
speed in rpm will approximately be



  1.    433
  2.    403
  3.    627
  4.    388
 Discuss Question
Answer: Option A. -> 433


Question 238.


The Prandtl mixing length for turbulent flow through pipes is



  1.    independent of shear stress
  2.    a universal constant
  3.    zero at the pipe wall
  4.    independent of radial distance from pipe axis
 Discuss Question
Answer: Option A. -> independent of shear stress


Question 239.


A hydraulic turbine develops a power of 104
metric horse power while running at a speed of 100 revolutions per
minute, under a head of 40 m. Its specific speed is nearest to one of
the following :



  1.    100
  2.    628
  3.    523
  4.    314
 Discuss Question
Answer: Option A. -> 100


Question 240.

Lysimeter and Tensiometer are used to measure respectively, one of the following groups of quantities :



  1.    Capillary potential and permeability
  2.    Evapotranspiration and capillary potential
  3.    Velocity in channels and vapour pressure
  4.    Velocity in pipes and pressure head
 Discuss Question
Answer: Option B. -> Evapotranspiration and capillary potential


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