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 8 of 10

Discover more Topics under Irrigation Engineering

Q71.
The width provided at the site for the river to flow and also the length of the weir is ____________
Discuss
Answer: (a).waterway
Discuss
Answer: (b).the uplift pressure will decrease below the floor downstream of the weir
Q73.
Calculate the length of the downstream floor for a vertical drop weir having crest shutters, if the total maximum head loss is 2.5 m. Assume the value of Bligh’s constant as 12.
Discuss
Answer: (a).11.62 m
Q74.
Calculate the top width of the weir wall (B’) if the head of the water over the weir wall at the time of the maximum flood is 2 m. Take the specific gravity of the floor material as 2.4.
Discuss
Answer: (a).1.7 m
Q75.
Calculate the length of upstream talus if the length of the downstream loose stone talus is 20 m.
Discuss
Answer: (b).10 m
Q76.
Into how groups the design of a barrage is divided?

a.

5

b.

3

c.

2

d.

4

Discuss
Answer: (c).2
Q77.
Hydraulic design when used on the permeable foundations, the design is classified into two groups.
Discuss
Answer: (a).True
Q78.
How many types of aspects are determined by using the hydraulic design in design for a weir?

a.

3

b.

6

c.

8

d.

7

Discuss
Answer: (d).7
Q79.
Khosla’s method of independent variables is useful in hydraulic design.
Discuss
Answer: (a).True
Q80.
Which factor should be kept in safe limits to avoid failure of structure?
Discuss
Answer: (b).Exit Gradient
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