☰ Irrigation (Civil Engineering) - MCQs

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Q7.	A snow density of 0.1 may be considered for :

A. fresh powder snow
B. snow pack of the past 24 hr. or so
C. snow pack of the entire snow season
D. snow packed in glaciers

✍ Discuss

Q8.	The force considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition are:

A. uplift pressure
B. water pressure
C. self- weight
D. earthquake pressure

✍ Discuss

Q9.	The unit of area of a hydorgraph may be :

A. meters
B. sqm
C. cum
D. cumecs

✍ Discuss

Q10.	The thickness of concrete lining, for discharge upto 200 cumes varies from :

A. 5 to 10 cm
B. 10 to 15 cm
C. 15 to 20 cm
D. 20 to 30 cm

✍ Discuss

Q11.	Uplift pressure acting on a dam is controlled by :

A. pressure grouting in foundation
B. constructing drainage channels between dam and its foundation
C. constructing cut off under upstream face
D. all of these

✍ Discuss

Q12.	Horizontal acceleration due to earthquake results in :

A. hydrodynamic pressure
B. inertia force into the body of the dam
C. both (a) and (b)
D. none of these

✍ Discuss

☰ Irrigation (Civil Engineering) - MCQs

Q7.

A snow density of 0.1 may be considered for :

✓ B. snow pack of the past 24 hr. or so

Q8.

The force considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition are:

✓ C. self- weight

Q9.

The unit of area of a hydorgraph may be :

✓ C. cum

Q10.

The thickness of concrete lining, for discharge upto 200 cumes varies from :

✓ B. 10 to 15 cm

Q11.

Uplift pressure acting on a dam is controlled by :

✓ D. all of these

Q12.

Horizontal acceleration due to earthquake results in :

✓ C. both (a) and (b)

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☰ Irrigation (Civil Engineering) - MCQs

Q7.

A snow density of 0.1 may be considered for :

✓ B. snow pack of the past 24 hr. or so

Q8.

The force considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition are:

✓ C. self- weight

Q9.

The unit of area of a hydorgraph may be :

✓ C. cum

Q10.

The thickness of concrete lining, for discharge upto 200 cumes varies from :

✓ B. 10 to 15 cm

Q11.

Uplift pressure acting on a dam is controlled by :

✓ D. all of these

Q12.

Horizontal acceleration due to earthquake results in :

✓ C. both (a) and (b)

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