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 1 of 9

Discover more Topics under Irrigation Engineering

Discuss
Answer: (b).The upper and lower nappe is subjected to full atmospheric pressure
Q2.
The greater is the divergence from the streamline flow, greater is the contraction coefficient.
Discuss
Answer: (a).True
Q3.
Calculate the effective length of the spillway which consists of 6 spans having a clear width of 10 m each. The thickness of each pier may be taken as 2.5 m and the total design head on the crest including velocity head is 16.3 m. Assuming 90° cut water nose piers and rounded abutments.
Discuss
Answer: (a).55 m
Q4.
Which of the following is the simplest type of spillway which can be provided independently and at low costs?
Discuss
Answer: (b).Trough spillway
Q5.
If the spillway is constructed in continuation to the dam at one end, it may be called as ________
Discuss
Answer: (b).flank weir
Q6.
The spillway which can be adopted with ease on gravity as well as earthen dams is _________________
Discuss
Answer: (b).chute spillway
Q7.
The famous Bhakra dam of India is provided with ________________
Discuss
Answer: (a).trough spillway
Discuss
Answer: (b).parallel to the crest in a side-channel spillway
Q9.
Whenever the slope of chute changes from steeper to milder ____________________ curve shall be provided.
Discuss
Answer: (a).a concave vertical curve
Q10.
The side slope of approach channel of chute spillway is ___________________
Discuss
Answer: (a).1:1
Page 1 of 9