Dam Design and Construction MCQs

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

Dam Design and Construction MCQs | Page 5 of 16

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Q41.
While going to the Tirupati Tirumala Devasthanam from Madras, highway road is found to be lowered at several places over which natural drainage flow during the rainy season. Such dips in the roads are called ___________________
Discuss
Answer: (c).causeways
Q42.
Which of the following formula is valid when the downstream depth is more than 80% of the upstream depth?
Discuss
Answer: (c).Orifice formula
Q43.
What is the value of the coefficient of discharge for the wide bridge opening with floors?
Discuss
Answer: (c).0.96
Q44.
Calculate the economic length of one span for RCC Slab Bridge if the total height of abutment or pier from the bottom of its foundation to its top is 6m.
Discuss
Answer: (c).9 m
Discuss
Answer: (a).upstream water depth only
Q46.
Calculate the longitudinal braking force (P) for four-lane bridges designed for class 70R loading.
Discuss
Answer: (b).21 tonnes
Q47.
The greater is the heading up of water at the inlet end, the greater will be the flow velocity in case of culvert across some flat terrain.
Discuss
Answer: (a).True
Q48.
The foundations of bridges on erodible beds are taken down below the HFL by an amount equal to _____________
Discuss
Answer: (a).4/3 times the maximum scour depth
Q49.
The vertical component of the earthquake wave which produces adverse effects on the stability of a dam when is acting in ____________________
Discuss
Answer: (b).downward direction
Q50.
The horizontal component of an earthquake wave producing instability in a dam is the one which acts __________________
Discuss
Answer: (a).towards the reservoir