Seepage Analysis MCQs

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

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

Seepage Analysis MCQs | Page 1 of 10

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Q1.
In the figure the face KF is _________

a.

seepage face

b.

velocity face

c.

discharge face

d.

pressure face

Discuss
Answer: (c).discharge face
Q2.
When water flows through a saturated soil mass, piezometric head is the sum of velocity head and position head.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (b).False
Q3.
A piezometric surface is the line joining ________

a.

water level in piezometers

b.

soil stratum

c.

equal voids ratio in soil mass

d.

equal velocity of flow

Discuss
Answer: (a).water level in piezometers
Q4.
The piezometric head is also called ________

a.

position head

b.

elevation head

c.

velocity head

d.

pressure head

Discuss
Answer: (d).pressure head
Q5.
The difference between the elevation of water surfaces in piezometers is _______

a.

hydraulic gradient

b.

velocity

c.

head loss

d.

depth or length of sample

Discuss
Answer: (c).head loss
Q6.
The position head is also called ________

a.

total head

b.

elevation head

c.

velocity head

d.

pressure head

Discuss
Answer: (b).elevation head
Q7.
The elevation head is taken as negative if the point is situated above the datum and positive if below the datum.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (b).False
Q8.
The total head at any point may be regarded as _________ measure with respect to the datum.

a.

potential energy

b.

potential energy per unit weight of water

c.

unit weight of water

d.

volume of water

Discuss
Answer: (b).potential energy per unit weight of water
Q9.
Total head is the sum of ________

a.

piezometric head and velocity head

b.

piezometric head and position head

c.

position head and velocity head

d.

velocity head and pressure head

Discuss
Answer: (b).piezometric head and position head
Q10.
Flow occurs between two points only if _______

a.

there is difference in total heads

b.

there is no difference in total heads

c.

the total heads are equal

d.

the total heads are equal to zero

Discuss
Answer: (a).there is difference in total heads
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