Irrigation Engineering MCQ Questions & Answers | Civil Engineering

A. one divide wall and one undersluice

B. one divide wall and two undersluices

C. two divide walls and one undersluice

D. two divide walls and two undersluices

A. hydrodynamic pressure

B. inertia force into the body of the dam

C. both (A) and (B)

D. none of the above

A. perennial stream

B. intermittent stream

C. ephemeral stream

D. none of the above

A. 50 cm

B. 60 cm

C. 80 cm

D. 90 cm

A. Of R.C.C. or steel plate 8 cm thick

B. Of height $${\frac{1}{3}^{{\text{rd}}}}$$ to $${\frac{1}{4}^{{\text{th}}}}$$ the depth of water in the main canal

C. Spaced at interval of $$1\frac{1}{2}$$ times their heights

D. All the above

A. design speed

B. rated speed

C. gross speed

D. operating speed

A. Syphon

B. Aqueduct

C. Super passage

D. Syphon-aqueduct

A. sudden drawdown

B. steady seepage

C. during construction

D. sloughing of slope

A. 0.5 XC

B. 0.75 TC

C. XC

D. 1.33 TC

A. Flood control

B. To provide sufficient depth of water in navigable channels, during low water periods

C. To preserve the channel in good shape by efficient disposal of suspended and bed load

D. All of the above