Seepage Theories and Barrages Design MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Seepage Theories and Barrages Design, a fundamental topic in the field of Irrigation Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Seepage Theories and Barrages Design 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 Seepage Theories and Barrages Design mcq questions that explore various aspects of Seepage Theories and Barrages Design problems. Each MCQ is crafted to challenge your understanding of Seepage Theories and Barrages Design principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Irrigation Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Seepage Theories and Barrages Design MCQs are your pathway to success in mastering this essential Irrigation Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Seepage Theories and Barrages Design. 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 Seepage Theories and Barrages Design knowledge to the test? Let's get started with our carefully curated MCQs!

Seepage Theories and Barrages Design MCQs | Page 3 of 10

Q21.
Divide wall helps in concentrating scouring action.
Discuss
Answer: (a).True
Q22.
Head regulator helps in controlling the flow in the canal.
Discuss
Answer: (a).True
Q23.
By constructing which structure we can help the fish in their migration?
Discuss
Answer: (c).Fish Ladder
Q24.
What device is placed in front of head regulator for silt removal?
Discuss
Answer: (c).Silt Excluder
Q25.
Which device is used for silt removal after it enters the canal?
Discuss
Answer: (b).Silt Ejector
Q26.
Depending on how many considerations the capacity of under sluices is fixed?

a.

5

b.

4

c.

2

d.

3

Discuss
Answer: (d).3
Q27.
How many river training works are needed on the canal head works?

a.

5

b.

3

c.

4

d.

2

Discuss
Answer: (b).3
Q28.
When the depth is small, the name for the jump?
Discuss
Answer: (a).Undular Jump
Q29.
When the change in depth is large, then the jump is said to be direct jump.
Discuss
Answer: (a).True
Q30.
For what limits of Froude number, the jump is said to be weak jump?
Discuss
Answer: (d).1.7 to 2.5
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