Canal Regulation MCQs

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

Canal Regulation MCQs | Page 6 of 8

Q51.
What is the range of modular outlet called?
Discuss
Answer: (b).Working Range
Q52.
To ensure the modularity of the modular outlet what should be maintained?
Discuss
Answer: (a).Minimum Modular Head
Discuss
Answer: (c).The Water Level of Distributary – Water Level of Water Course
Q54.
Which of the following is not a type of semi-modules?
Discuss
Answer: (d).Gibb’s module
Q55.
Which of the following is the simplest and the oldest type of a flexible outlet?
Discuss
Answer: (c).Free pipe outlet
Q56.
Calculate full supply discharge for a free pipe outlet for the following data:

Head on the upstream side above the centre line of pipe = 0.55 m
Coefficient of discharge = 0.62
The diameter of the pipe = 25 cm
Discuss
Answer: (b).9 lit/sec
Q57.
Which module is mostly adopted and is considered to be the best of all the modules?
Discuss
Answer: (a).Adjustable orifice semi-module
Q58.
Calculate the minimum modular head loss involved in ASOM if the head measured from the upstream water level in the distributary is 1.5 m and the width of the throat as 0.16 m.
Discuss
Answer: (b).1.15 m
Q59.
The proportionality of APM was sacrificed to enable the outlet to carry higher silt charge by increasing the setting to 8/10.
Discuss
Answer: (a).True
Q60.
Calculate the discharge through an open flume outlet for the following data:

Coefficient of discharge = 1.71
Width of the throat = 0.15 m
Head over the crest measured from FSL of distributary = 1.8 m
Discuss
Answer: (a).0.62 cumecs
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