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Water Resources Engineering - Section 1 (3)

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Water Resources Engineering - Section 1

There are MCQs available on this field water resources
management and you can test your skills by completing these MCQs.

17. 

From the Survey of India map, the distance of the critical point is 20 km and difference in elevation is 193 m. The over land flow time, is

A. 2 hours
B. 3 hours
C. 2 hours and 30 minutes
D. 3 hours and 30 minutes
E. 4 hours.

Answer: Option E

Explanation:

No answer description available for this question. Let us discuss.

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18. 

For computing the run off volumes of large areas, number of infiltrations used are

A. 2
B. 3
C. 4
D. 5

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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19. 

The run off a drainage basin is

A. Initial recharge + ground water accretion + precipitation
B. Precipitation + ground water accretion + initial recharge
C. Precipitation - ground water accretion + initial recharge
D. Precipitation - ground water accretion - initial recharge.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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20. 

The initial basin recharge is equal to

A. interception
B. depression storage
C. rain absorbed by the moisture deficiency
D. all the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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21. 

The run off is affected by

A. type of precipitation
B. rain intensity and duration of rainfall
C. rain distribution and soil moisture deficiency
D. direction of prevailing storm
E. all the above.

Answer: Option E

Explanation:

No answer description available for this question. Let us discuss.

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22. 

If y is the depth of water at any section, then the mean velocity is

A. 0.1 y
B. 0.2 y
C. 0.3 y
D. 0.5 y
E. 0.6 y.

Answer: Option E

Explanation:

No answer description available for this question. Let us discuss.

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23. 

Prof. Running suggested the method for extending the discharge curve. It is known as

 

A. Logarithmic method
B. √y method
C. General method
D. None of these.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

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24. 

A hydraulic jump in a control meter will be formed above the control, if its original

A. depth is more than critical depth
B. depth is less than the critical depth
C. depth is equal to critical depth
D. none of these.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

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