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 3 of 16

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Q21.
In Broad Crested Weir formula, the discharge is dependent on ________________

a.

upstream water depth only

b.

downstream water depth only

c.

both upstream and downstream water depth

d.

independent of both U/s and D/s water depth

Discuss
Answer: (a).upstream water depth only
Q22.
Calculate the longitudinal braking force (P) for four-lane bridges designed for class 70R loading.

a.

14 tonnes

b.

21 tonnes

c.

17.5 tonnes

d.

35 tonnes

Discuss
Answer: (b).21 tonnes
Q23.
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.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q24.
An arch dam looks like a single arch in _________________

a.

plan

b.

front elevation

c.

side elevation

d.

both plan and front elevation

Discuss
Answer: (a).plan
Q25.
A non-vertical arch dam is known as a _______________

a.

buttress dam

b.

double curvature arch dam

c.

shell arch dam

d.

both double curvature and shell arch dams

Discuss
Answer: (d).both double curvature and shell arch dams
Q26.
Greater is the wall curvature in an arch dam, greater will be the economy in the dam thickness.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q27.
Which of the following is the most economical type of arch dam?

a.

Constant radius type

b.

Variable radius type

c.

Constant angle type

d.

Variable angle type

Discuss
Answer: (c).Constant angle type
Q28.
A constant angle arch dam when compared to constant radius arch dam utilizes concrete quality of about ______________

a.

43%

b.

130%

c.

230%

d.

113%

Discuss
Answer: (a).43%
Q29.
Which among the following type of dam section is expected to be the thinnest and the most economical?

a.

Constant angle arch dam

b.

Shell-arch dam

c.

Constant radius arch dam

d.

Concrete gravity dam

Discuss
Answer: (b).Shell-arch dam
Q30.
The most economical central angle of the arch rings of an arch dam can be adopted only at one place preferably at mid-height in an arch dam is of the type __________________

a.

constant angle arch dam

b.

constant radius arch dam

c.

both constant angle and constant radius arch dam

d.

variable radius arch dam

Discuss
Answer: (b).constant radius arch dam
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