Canal Section – MCQ || Irrigation Engineering ||

Canal Section – MCQ || Irrigation Engineering ||

19th February 2021 0 By Malay Sautya

Canal Section – MCQ

1. The distance between the top of the bank and top edge of cutting is known as

a) Berm
b) Freeboard
c) Counter berm
d) None

View Answer

a) Berm

2. Which of the following is provided for stability of the bank while the hydraulic gradient line intersects the outer side of the bank

a) Berm
b) Counter berm
c) Side slope
d) Free board

View Answer

b) Counter berm

3. Permissible side slope in banking for clayey soil is

a) 1:1
b) 1.5:1
c) 2:1
d) 3:1

View Answer

b) 1.5:1

Permissible side slope in banking for clayey soil is 1.5:1

Note: But in cutting it will be 1:1

4. The side slope of a canal bank is depend on

a) Angle of repose of the soil
b) F.S.L
c) Climatic change
d) None

View Answer

a) Angle of repose of the soil

5. Permissible side slope in cutting for Alluvial soil is

a) 1:1
b) 1.5:1
c) 2:1
d) 3:1

View Answer

a) 1:1

6. Permissible side slope in banking for sandy soil is

a) 1:1
b) 1.5:1
c) 2:1
d) 3:1

View Answer

d) 3:1

7. Which is provided for safety of the vehicle running over the service road

a) Berm
b) Dowel
c) Spoil bank
d) None

View Answer

b) Dowel

8. The distance between the F.S.L and the top of embankment is known as

a) Counter berm
b) Free board
c) Dowel
d) Dowla

View Answer

b) Free board

9. In case of canal bank sometimes extra earth is taken from ___.

View Answer

Read More:

Canal Fall – MCQ

Canal Head Works – MCQ