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 10 of 16

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Q91.
During seepage through an earthen mass, the direction of seepage is ________________ to the equipotential lines.
Discuss
Answer: (a).perpendicular
Q92.
The upstream face of the earth dam is considered as _____________________
Discuss
Answer: (a).equipotential line
Q93.
The effects of capillary fringe are on the slightly safer side and are neglected.
Discuss
Answer: (a).True
Q94.
Which of the following line acts as a dividing line between dry (or moist) and submerged line?
Discuss
Answer: (c).Seepage line
Q95.
Stone pitching or riprap is generally provided to avoid _______________
Discuss
Answer: (b).erosion of U/s and d/s face
Q96.
Provision of sufficient freeboard eliminates _______________

i. Over-topping failure
ii. Erosion of U/s face
iii. Erosion of D/s face
iv. Cracking due to frost action
v. Gully formation

Which of the following is/are correct?
Discuss
Answer: (d).i and iv
Q97.
The collection and removal of water before it acquires high downward velocities is ensured by provision of ____________________
Discuss
Answer: (a).berms
Q98.
In order to prevent the possibility of the cross-flow towards the earthen embankments, it is necessary to provide _____________________
Discuss
Answer: (b).sides walls of sufficient height and length
Discuss
Answer: (d).progressive removal of soil from the D/s face
Discuss
Answer: (a).top of embankment gets cracked and lower slope moves outward forming large mud waves near the heel