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 3 of 9

Discover more Topics under Irrigation Engineering

Q21.
The spillway which may sometimes be called as a waste weir is ______________________
Discuss
Answer: (b).a trough spillway
Q22.
The portion of a chute spillway which is known as its control structure is ________________
Discuss
Answer: (a).low ogee weir
Q23.
The type of spillway which is provided on narrow valleys where no side flanks are available is ____________________
Discuss
Answer: (c).side-channel spillway
Q24.
Which of the following curve is provided when the slope of the chute changes from milder to steeper?
Discuss
Answer: (c).Convex vertical curve
Q25.
Calculate the freeboard for the top levels of the side walls if the mean velocity of water in the chute reach is 3.5 m/s and the mean depth of water in the chute reach under consideration is 4.7 m.
Discuss
Answer: (c).0.85 m
Q26.
The spillway which can be called as an overflow spillway is essentially ___________________
Discuss
Answer: (a).an ogee spillway
Q27.
The W.E.S downstream profile of an ogee spillway can be represented by an equation:

Xโฟ = K Hdโฟโป¹. Y

Where x and y are the coordinates of the points on the crest profile and K and n for a vertical upstream spillway would respectively be___________________
Discuss
Answer: (a).2.0 and 1.85
Q28.
According to US Army Corps, the u/s profile of ogee spillway extends up to _______________
Discuss
Answer: (b).x = -1.27 Hd
Q29.
Which of the following plot is useful in determining the clearance for the spillway deck bridge and the top levels of walls on the side of the spillway?
Discuss
Answer: (b).The coordinates of the upper nappe
Q30.
What is the satisfactory radius for the reverse bottom curve which is provided at the downstream end of the spillway?
Discuss
Answer: (a).One-fourth of the spillway height
Page 3 of 9