Irrigation Engineering MCQ Questions & Answers | Civil Engineering

A. equal to 1

B. less than 1

C. greater than 1

D. less than or equal to 1

A. $${\text{CL}}{{\text{H}}^{\frac{3}{2}}}$$

B. $${\text{CH}}{{\text{L}}^{\frac{3}{2}}}$$

C. $${\text{CL}}{{\text{H}}^{\frac{5}{2}}}$$

D. $${\text{CL}}{{\text{H}}^{\frac{1}{2}}}$$

A. To reduce percolation from canals and water courses

B. To increase outflow from the ground water reservoir

C. Both (A) and (B)

D. Neither (A) nor (B)

A. Seepage forces

B. Hydraulic jump

C. Hydraulic pressure

D. All the above

A. Perpendicular to the bank

B. Inclined down stream

C. Inclined up stream

D. None of these

A. rainfall duration

B. rainfall excess

C. time base of direct runoff

D. discharge

A. Lies below the water table at every point

B. Lies above the water table at every point

C. Coincides the water table at every point

D. None of these

A. Transpired by the crop

B. Evaporated by the crop

C. Transpired and evaporated by the crop

D. Used by the crop in transpiration, evaporation and also the quantity of water evaporated from adjacent soil

A. zero

B. between zero and 1

C. 1

D. greater than 1

A. directly proportional to average par¬ticle size

B. inversely proportional to average par¬ticle size

C. directly proportional to square root of average particle size

D. not related to average particle size