Water Resources Engineering MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Water Resources Engineering, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Water Resources Engineering MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Water Resources Engineering mcq questions that explore various aspects of Water Resources Engineering problems. Each MCQ is crafted to challenge your understanding of Water Resources Engineering principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Water Resources Engineering MCQs are your pathway to success in mastering this essential Civil Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Water Resources Engineering. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Water Resources Engineering knowledge to the test? Let's get started with our carefully curated MCQs!

Water Resources Engineering MCQs | Page 3 of 15

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Q21.
In India the recording type rain gauge generally used, is

a.

weighing type

b.

tipping type

c.

float recording type

d.

none of these.

Discuss
Answer: (c).float recording type
Q22.
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.

Discuss
Answer: (d).Precipitation - ground water accretion - initial recharge.
Q23.
The formula for calculating the overland flow time (To) in hours for any basin, is (where Lo is the distance of the critical point and H is the difference in elevation)

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q24.
If ฯ‰ is unit weight of water, Q the discharge in cumecs, H the total head lift and ฮท, the efficiency of the pump, the H.P. of the motor is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q25.
Prof. Running suggested the method for extending the discharge curve. It is known as

a.

Logarithmic method

b.

โˆšy method

c.

General method

d.

None of these.

Discuss
Answer: (a).Logarithmic method
Q26.
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.

0.6 y.

Discuss
Answer: (d).0.6 y.
Q27.
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.

all the above.

Discuss
Answer: (d).all the above.
Q28.
The initial basin recharge is equal to

a.

interception

b.

depression storage

c.

rain absorbed by the moisture deficiency

d.

all the above.

Discuss
Answer: (d).all the above.
Q29.
Consumptive use of a crop during growth, is the amount of

a.

interception

b.

transpiration

c.

evaporation

d.

all the above.

Discuss
Answer: (d).all the above.
Q30.
For calculating the evaporation rate over a reservoir surface E = 0.771 (1.465 - 0.00732 B) (0.44 - 0.007375 V) (pe - pa), the equation is given by

a.

Roohwer's, formula in M.K.S.

b.

Roohwer's formula in F.P.S.

c.

Dalton's formula in F.P.S.

d.

Dalton's formula in M.K.S.

Discuss
Answer: (a).Roohwer's, formula in M.K.S.
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