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 2 of 15

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Q11.
Burge formula given by the following equation cumecs is based upon

a.

rainfall and drainage area

b.

run off and drainage area

c.

drainage area and its shape

d.

drainage area

Discuss
Answer: (c).drainage area and its shape
Q12.
For computing the run off volumes of large areas, number of infiltrations used are

a.

2

b.

3

c.

4

d.

5

Discuss
Answer: (a).2
Q13.
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.

4 hours.

Discuss
Answer: (d).4 hours.
Q14.
If the area of storm hydrograph is equal to 10² cm, the ordinates of a unit hydrograph may be obtained by dividing the ordinates of the storm hydrograph by

a.

0.5

b.

1

c.

2

d.

4

Discuss
Answer: (d).4
Q15.
If the potential infiltration of a water shed having a soil with fair pasture cover, is 10 cm and rainfall is 12 cm, the direct run off is :

a.

2 cm

b.

3 cm

c.

5 cm

d.

8 cm.

Discuss
Answer: (c).5 cm
Q16.
The quantity of water retained by the sub-soil against gravity, is known

a.

yield

b.

porosity

c.

specific yield

d.

specific retention

Discuss
Answer: (d).specific retention
Q17.
Pick up the incorrect statement from the following :

a.

The rate of flow of water through a unit cross-sectional area under a unit hydraulic gradient, is called coefficient of permeability

b.

The rate of flow of water through a vertical strip of the acquifer of unit width and full depth under a unit hydraulic gradient, is called coefficient of transmissibility

c.

The flow of water through acquifers, is governed by the Darcy's law

d.

The term 'transmissibility' was introduced by Meinzer

Discuss
Answer: (d).The term 'transmissibility' was introduced by Meinzer
Q18.
If P and A are the perimeter and area of a drainage basin, its compactness coefficient, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q19.
The rate of rainfall for successive 10 minute periods of a 60 minute duration storm, are shown in the below figure. If the value of Ο†index is 3 cm/hour, the run off will be

a.

2 cm

b.

3 cm

c.

4 cm

d.

5 cm

Discuss
Answer: (b).3 cm
Q20.
From the pattern of the rainfall shown in the below figure, the total precipitation is

a.

4 cm

b.

4.5 cm

c.

5 cm

d.

5.5 cm

Discuss
Answer: (d).5.5 cm
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