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 6 of 10

Q51.
The portion between two successive flow lines is known as ___________
Discuss
Answer: (b).Flow channel
Q52.
Who was the first to give a graphical method of flow net construction?
Discuss
Answer: (c).Forchheimer
Q53.
The Darcy’s law governing the flow of water through is related to which of the following law?
Discuss
Answer: (a).Ohm’s law
Q54.
The flow lines and equipotential lines are ____________
Discuss
Answer: (b).Perpendicular
Q55.
The hydrostatic pressure in terms of piezometric head can be calculated from which of the following equation?
Discuss
Answer: (a).hW = h – Z
Q56.
The seepage medium can be replaced by ____________electric model having the same geometric shape.
Discuss
Answer: (c).Electric conductor
Q57.
What will be the hydrostatic pressure if, hW = 30% and Z = 10%?
Discuss
Answer: (c).40%
Q58.
In homogeneous soil, every transition in the shape of curves drawn in flow net must be ____________
Discuss
Answer: (a).Smooth
Q59.
The exit gradient can be expressed by which of the following expression?
Discuss
Answer: (a).ie = Δh/i
Q60.
For an anisotropic soil, the permeability in the horizontal and vertical direction are kₓ and kᵧ respectively. What will be the effective permeability of the soil?
Discuss
Answer: (c).√( kₓkᵧ)
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