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 6 of 10

Q51.
Lane’s in his theory proposed that horizontal creep is more effective than the vertical creep.
Discuss
Answer: (b).False
Discuss
Answer: (a).1/3 for horizontal creep and 1.0 for vertical creep
Discuss
Answer: (a).No distinction between the vertical and horizontal creep
Q54.
What is the value of Lane’s coefficient for fine sand and coarse sand?
Discuss
Answer: (a).7 and 5
Q55.
What is the range of Lane’s coefficient for clayey soils?
Discuss
Answer: (c).1.6 to 3.0
Q56.
The laplacian equation represents two sets of curves intersecting orthogonally.
Discuss
Answer: (a).True
Q57.
What is the path represented by the streamlines?
Discuss
Answer: (d).Water Flow
Q58.
How many corrections are needed for the complex profile broken from simple forms, to be valid?

a.

1

b.

2

c.

3

d.

4

Discuss
Answer: (c).3
Q59.
By how many considerations the depth downstream vertical cutoff is governed?

a.

2

b.

1

c.

3

d.

4

Discuss
Answer: (a).2
Q60.
Khosla’s theory of flow nets says that the loss head does not take place uniformly.
Discuss
Answer: (a).True
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