Water Supply Engineering MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Water Supply Engineering, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Water Supply Engineering 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 Water Supply Engineering mcq questions that explore various aspects of Water Supply Engineering problems. Each MCQ is crafted to challenge your understanding of Water Supply Engineering principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Water Supply Engineering MCQs are your pathway to success in mastering this essential Civil Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Water Supply Engineering. 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 Water Supply Engineering knowledge to the test? Let's get started with our carefully curated MCQs!

Water Supply Engineering MCQs | Page 2 of 36

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Q11.
The fire demand for ascertaining the following empirical formula known as

a.

Kuichling's formula

b.

Buston's formula

c.

Freeman formula

d.

Under Writers formula

Discuss
Answer: (c).Freeman formula
Q12.
In the following equation of a logistic curve of population growth, the constant m is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (c).C
Q13.
The valve shown in the below figure, is generally known as

a.

air valve

b.

pressure relief valve

c.

sluice valve

d.

none of these

Discuss
Answer: (b).pressure relief valve
Q14.
The discharge given by following equation for the confined tube well is obtained from

a.

Thiem's formula

b.

Darcy's formula

c.

Tolman's formula

d.

Dupuits formula

Discuss
Answer: (d).Dupuits formula
Q15.
The formula for pipe flows, suggested by, Hazen-William is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (b).B
Q16.
Derivation of Thiem's formula given by following equation, is based on the assumption

a.

the aquifer is homogeneous, isotropic and of infinite depth and area

b.

the well is sunk through the full depth of the aquifer

c.

the flow lines are radial and horizontal, and the flow is laminar

d.

all the above

Discuss
Answer: (d).all the above
Q17.
If L, B and D length, breadth and depth of water in a rectangular sedimentation tank of total discharge Q, the settling velocity, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (d).D
Q18.
Q is the discharge from an unconfined tube well with depression head S through a pipe of radius rw. If the radius of influence is R, the minimum required length of the strainer, is

a.

A

b.

B

c.

C

d.

D

Discuss
Answer: (a).A
Q19.
The following formula for the head loss in conduits is generally known as

a.

Hazen-William's formula

b.

Manning's formula

c.

Darcy-Weisbach formula

d.

Nikuradse formula

Discuss
Answer: (b).Manning's formula
Q20.
For a network of distribution pipes of a proposed township shown in the below figure, the layout of distribution system, is

a.

dead end system

b.

grid-iron system

c.

ring system

d.

radial system

Discuss
Answer: (d).radial system
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