• ০০। A counter berm is
    • ক) a horizontal benching provided on the inside slope
    • খ) a horizontal benching provided on the outside slope
    • গ) a vertical benching provided on the outer edge of the bank
    • ঘ) a vertical benching provided on the inner edge of the bank.
  • ০১। A current meter measures the velocity of flow, if it is held
    • ক) on the surface of water
    • খ) at the bottom of channel
    • গ) at any point within the cross-section
    • ঘ) none of these.
  • ০২। A deficit of sediments in flowing water may cause a river
    • ক) meandering type
    • খ) aggrading type
    • গ) degrading type
    • ঘ) sub-critical type.
  • ০৩। A fall in a canal bed is generally provided, if
    • ক) ground slope exceeds the designed bed slope
    • খ) designed bed slope exceeds the ground slope
    • গ) ground slope is practically the same as the designed bed slope
    • ঘ) none of these.
  • ০৪। A fall which maintains its depth, is
    • ক) a trapezoidal notch fall
    • খ) a low weir fall
    • গ) a rectangular notch fall
    • ঘ) all the above.
  • ০৫। A hydraulic jump is generally formed when a stream moving with
    • ক) a hyper-critical velocity meets a stream moving with a critical velocity
    • খ) a hyper-critical velocity meets a stream moving with a hyper-critical velocity
    • গ) A hyper-critical velocity meets a stream moving with a sub-critical velocity
    • ঘ) a sub-critical velocity meets a stream moving with a hyper-critical velocity.
  • ০৬। A hydraulic structure is designed to withstand
    • ক) seepage forces
    • খ) hydraulic jump
    • গ) hydraulic pressure
    • ঘ) all the above.
  • ০৭। A land is said to be water-logged if its soil pores within
    • ক) a depth of 40 cm are saturated
    • খ) a depth of 50 cm are saturated
    • গ) root zone of the crops are saturated
    • ঘ) all the above.
  • ০৮। A minimum of 90 cm free board is provided if the discharge in the canal is between
    • ক) 30 to 33 cumecs
    • খ) 30 to 60 cumecs
    • গ) Over 60 cumecs
    • ঘ) Over 100 cumecs
  • ০৯। A river is said to be of
    • ক) aggrading type if it builds up its bed to a certain slope
    • খ) degrading type if it cuts its bed to a certain slope
    • গ) meandering type if it flows in sinuous curve
    • ঘ) all the above.
  • ১০। A river training work is generally required when the river is
    • ক) meandering
    • খ) aggrading
    • গ) degrading
    • ঘ) all the above.
  • ১১। A water-logged land is found suitable for cultivation due to
    • ক) ease of tillage for preparation of the field for optimum condition of germination
    • খ) absence of aeration of soil from root zone of the plant
    • গ) regular supply of water to plants from the water table by capillary action
    • ঘ) none of these.
  • ১২। According to Bligh‘s creep theory, percolating water flows along
    • ক) straight path under the foundation of the dam
    • খ) circular path under the foundation of the dam
    • গ) the outline of the base of the foundation of the dam
    • ঘ) none of these.
  • ১৩। According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase
    • ক) rate of flood wave
    • খ) water surface elevation during floods
    • গ) maximum discharge
    • ঘ) velocity and scouring action
    • ঙ) surface slope of streams above the leveed portion.
  • ১৪। According to Kennedy, the critical velocity (V0) in metres in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).
    • ক)
    • খ)
    • গ)
    • ঘ)
  • ১৫। According to Khosla, the exist gradient of surface flow
    • ক) depends upon the b/d ratio
    • খ) is independent of the b/d ratio
    • গ) is independent of the depths of d/s cut off walls
    • ঘ) none of these.
  • ১৬। According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is
    • ক) 1.25 D
    • খ) 1.50 D
    • গ) 1.75 D
    • ঘ) 2.00 D
  • ১৭। According to Lacey, in regime conditions
    • ক) silt is kept in suspension by vertical components of eddies
    • খ) entire cross-section of the channel is generated at all points by the forces normal to the wetted perimeter
    • গ) both (a) and (b)
    • ঘ) neither (a) nor (b).
  • ১৮। An outlet is said to be proportional if its flexibility, is
    • ক) zero
    • খ) less than one
    • গ) more than one
    • ঘ) one
  • ১৯। An outlet which maintains a constant discharge irrespective of fluctuation in the water levels of the supplying channel or water course, is known as
    • ক) non-modular outlet
    • খ) semi-modular outlet
    • গ) flexible modular outlet
    • ঘ) right modular outlet.