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.

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Seepage Theories and Barrages Design MCQs | Page 4 of 10

Q31.
For the value of Froude number 9 the jump is said to be strong jump.
Discuss
Answer: (a).True
Q32.
How many assumptions are made for the derivation of momentum formula?

a.

6

b.

3

c.

4

d.

5

Discuss
Answer: (c).4
Q33.
Depending upon the Froude number, into how many groups the jumps are classified?

a.

8

b.

6

c.

7

d.

4

Discuss
Answer: (b).6
Q34.
On which surface the energy dissipation is less efficient?
Discuss
Answer: (d).Sloping Glacis
Q35.
The length of the jump is how times the height of the jump?

a.

3

b.

5

c.

2

d.

4

Discuss
Answer: (b).5
Q36.
In what limits the slopes of the glacis are provided?
Discuss
Answer: (a).2:1 to 5:1
Q37.
For what value of Froude number the jump is steady jump?
Discuss
Answer: (c).F₁ = 4.5 to 9
Q38.
What are the two main causes of failure of hydraulic structure on the pervious foundation?
Discuss
Answer: (b).Undermining and Uplift
Q39.
The uplift pressure is not important for the upstream apron during considerations of failure due to uplift.
Discuss
Answer: (a).True
Q40.
The structure finally subsides in the hollow formed in the foundation in which failure?
Discuss
Answer: (c).Undermining
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