41. River training for depth is achieved by
42. For designing the venturi head,
43. For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is
44. If the intensity of rainfall is more than the infiltration capacity of soil, then the infiltration rate will be
45. A hydraulic jump is generally formed when a stream moving with
46. Hydrodynamic pressure due to earthquake acts at a height of (where H is the depth of water)
47. The maximum permissible eccentricity for no tension at the base of a gravity dam is
48. The major resisting force in a gravity dam is
49. Which of the following spillways is least suitable for an earthen dam ?
50. Coefficient of discharge of an ogee spillway
Read More Section(Irrigation Engineering)
Each Section contains maximum 100 MCQs question on Irrigation Engineering. To get more questions visit other sections.