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ASSISTANT-PROJECT-ENGINEER---KLDC-LTD Related Question Answers
51. Cavitation begins to appearin centrifugal pumps when :
suction head equals delivery head . vapour pressure of liquid is less than suction pressure the pressure at suction equals vapour pressure of liquid the pressure at suction falls below the vapour pressure of liquid
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52. The difference between the net inlet head and the head corresponding to the vapour pressure of the liquid in centrifugal pumps is called :
Net Primary Suction Head NegativeSuction Head Suction Head Net PositiveSuction Head
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53. The knocking tendency in CI engines increase with :
Increase of compression ratio Decrease of compression ratio Increasing the temperature of inlet air None of the above
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54. The phenomenon of evaporation from water surface, from the soil an from plant is generally known as :
Vaporization Boiling Transpiration Hydration
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56. Subsurface drains are :
underground artificial channels free water drained from open well artifical drains made over the earth none of these
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57. The main function of distributor of ignition of system of engine is to :
Open the primary circuit' Close the primary circuit Both None of the above
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58. A current meter measure, the velocity of flow, if it is held :
At the bottom surface of the channel At the surface of the channel At the centroid of the channel section At any position with in the section
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59. Selection and design of soil and water conservation measures mainly depend upon :
soil type land slope rain fall all of them
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61. Infiltration occurs at capacity rate :
due to watershed leakage if there had been antecedent rain fall if the intensity of rain fall is lower than the capacity rate during a first flash storm following summer
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62. When a small irrigation canal has to cross over a median drain we construct: '
pipe aqueduct box culvert irrigation culvert aqueduct
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63. Drainage coefficient is expressed as depth inwater drained off from a given areain 24 hrs.
Metres Inch Foot Centimetres
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64. Lubrication causes the effects :
cooling effect cleaning effect reduced friction effect sealing effect
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65. Unit hydrograph method for flood estimation is usually applied to :
Large basins Hilly areas Small and medium sized basins All of the above
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66. Hydraulic structures constructed across a canal are called :
cross drainage works cross communication works regulatory works none of the above
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67. Vegetative water ways are designed to carry the maximum runoff from a storm of — years recurrence interval.
5 10 15 20
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68. Specific heat at constant pressure (Cp) :
increases with increase in moisture content in air decreases with increase in moisture content in air remain same irrespective of the moisture content in air none of the above
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69. The shape of the hydrograph of run off is affected by :
the duration of the storm a real distribution of the storm the intensity of the storm all of the above
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70. Coefficient of permeability indicates canal with which water can flow through a soilThe soil type which has least permeability is :
gravelly soil clayey soil sandy soil none of the above
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71. In drop spillway the water flow through a— and falls over an apron inenergy of water dissipated.
Notch Conduit. Weir Outlet
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72. The ratio of brake power to indicated power is called :
Mechanical efficiency Volumetric efficiency Thermal efficiency None of the above
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73. An aquifer that is confined at the bottom but not at the top is known as :
Partially confined aquifer Unconfined aquifer Semi confined aquifer Aquiclude
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74. The volume displaced by one stroke of the piston is known as :
Piston displacement Piston speed Both None of the above
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