Irrigation Engineering MCQ Questions & Answers | Civil Engineering

A. $${\text{B}} = 0.22\sqrt {{\text{H}} + {\text{d}}} $$

B. $${\text{B}} = 0.33\sqrt {{\text{H}} + {\text{d}}} $$

C. $${\text{B}} = 0.44\sqrt {{\text{H}} + {\text{d}}} $$

D. $${\text{B}} = 0.55\sqrt {{\text{H}} + {\text{d}}} $$

A. $${\text{V}} = 10.8\,{{\text{R}}^{\frac{1}{2}}}{{\text{S}}^{\frac{1}{2}}}$$

B. $${\text{V}} = 10.8\,{{\text{R}}^{\frac{2}{3}}}{{\text{S}}^{\frac{1}{2}}}$$

C. $${\text{V}} = 10.8\,{{\text{R}}^{\frac{2}{3}}}{{\text{S}}^{\frac{1}{3}}}$$

D. $${\text{V}} = 10.8\,{{\text{R}}^{\frac{1}{3}}}{{\text{S}}^{\frac{2}{3}}}$$

A. vertical drop fall

B. glacis fall

C. Montague type fall

D. inglis fall

A. increases the waterlogging area

B. decreases the waterlogging area

C. does not change the water logging area

D. none of the above

A. Permanent canals

B. Ridge canals

C. Perennial canals

D. Inundation canals

A. 1 to 2 m per second

B. 2 to 3 m per second

C. 3 to 4 m per second

D. 4 to 5 m per second

A. Head work-distributary-branch canal-minor

B. Head works-main canal-branch canal-distributary-minor

C. Head works-main canal-branch canal-minor-distributary

D. Heads works-branch canal-main canal distributary, minor

A. An aqueduct

B. A syphon aqueduct

C. A super passage

D. A syphon

A. 50 years

B. 150 years

C. 200 years

D. 250 years

A. Sarda type falls

B. English type falls

C. Montague type falls

D. Vertical type falls