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 10 of 15

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Discuss
Answer: (d).All the above.
Q92.
Discharge curve may be extended by logarithmic method if
Discuss
Answer: (a).cross section of river is uniform
Q93.
A unit hydrograph is a hydrograph of a rain storm of a specified duration resulting from a run-off of
Discuss
Answer: (b).20 mm
Discuss
Answer: (d).All the above.
Q95.
The best unit period of a unit hydrograph, is equal to basin lag divided by

a.

2

b.

3

c.

4

d.

5

Discuss
Answer: (c).4
Q96.
If total run off of a basin of 50 hectares is 0.8 cm, the ordinate of Bernard's distribution graph, may be calculated by the formula (where Q is the discharge in cumecs at the given time)
Discuss
Answer: (d).y = 250 Q
Discuss
Answer: (d).All the above.
Q98.
Ryve's formula for flood estimate in cumecs, is
Discuss
Answer: (b).Q = CA^2/3
Discuss
Answer: (d).are never provided free-boards.
Discuss
Answer: (d).All the above.