Spillways and Spillway Gates MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Spillways and Spillway Gates, 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 Spillways and Spillway Gates 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 Spillways and Spillway Gates mcq questions that explore various aspects of Spillways and Spillway Gates problems. Each MCQ is crafted to challenge your understanding of Spillways and Spillway Gates 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 Spillways and Spillway Gates 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 Spillways and Spillway Gates. 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 Spillways and Spillway Gates knowledge to the test? Let's get started with our carefully curated MCQs!

Spillways and Spillway Gates MCQs | Page 9 of 9

Discover more Topics under Irrigation Engineering

Q81.
When the gated sluices are provided through the body of the dam spillway then the ogee spillway structure shall normally be of Corbel type.
Discuss
Answer: (b).False
Q82.
The velocity of approach has found to be negligible effect upon discharge if ____________
Discuss
Answer: (a).the ratio H/Hd is more than 1.33
Q83.
If a flood enters a dam reservoir at F.R.L, the efficiency of its ogee spillway will ______________
Discuss
Answer: (a).increase with the increasing head
Q84.
The downstream apron of the ogee spillway is found to have a negligible effect on the coefficient of discharge when the value of ________________
Discuss
Answer: (b).(Hd + d) / He exceeds 1.7
Q85.
________________ are used only for very minor works.
Discuss
Answer: (b).Stop logs and needles
Q86.
Which of the following gate is not suitable for smaller spillways?
Discuss
Answer: (a).Drum gates
Q87.
What is the value of the pier abutment coefficient for pointed nose piers?
Discuss
Answer: (d).0.0
Q88.
What is the value of abutment contraction coefficient for square abutment with headwall perpendicular to the direction of flow?
Discuss
Answer: (a).0.2
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