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 8 of 9

Discover more Topics under Irrigation Engineering

Q71.
When the Froude number is in the range of 2.5 to 4.5, the jump is ____________________
Discuss
Answer: (b).troublesome and oscillating
Q72.
Which of the following stilling basin is applicable to only rectangular cross-sections?
Discuss
Answer: (b).U.S.B.R stilling basin-IV
Q73.
The Froude number of a hydraulic jump is 5.5. The jump can be classified as ____________
Discuss
Answer: (d).steady jump
Q74.
Standard stilling basin is provided at the toe of a dam spillway for energy dissipation is usually provided with auxiliary devices like chute blocks and dentated sills for the basic purpose of reducing the length of the stilling basin from about ________________
Discuss
Answer: (a).6 yโ‚‚ to 4 yโ‚‚
Q75.
In the case of dam spillways, the approaching Froude number usually lies in the range of __________
Discuss
Answer: (c).4.5 โ€“ 9.0
Q76.
_____________________ are suitable only for low spillways or weirs.
Discuss
Answer: (c).Baffle wall or friction blocks
Q77.
Which of the following helps in dissipating the residual energy and to reduce the length of the jump or the basin?
Discuss
Answer: (a).Dentated sills
Q78.
In a fixed roller of a spillway gate, the rollers are attached to the __________________
Discuss
Answer: (a).gate
Q79.
In the vertical Stoney spillway gate, the rollers are placed between the ______________
Discuss
Answer: (b).gate and the d/s groove guide
Q80.
The spillway gate which when lowered cannot be seen from a distance is of the type ______________________
Discuss
Answer: (d).USBR drum gate
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