Sedimentation and Filtration MCQs

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

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

Sedimentation and Filtration MCQs | Page 18 of 19

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Q171.
How many types of sedimentation tanks are there on the basis of the method of operation?

a.

2

b.

3

c.

4

d.

5

Discuss
Answer: (a).2
Q172.
In which type of sedimentation, the flocculent suspension of the intermediate concentration takes place?
Discuss
Answer: (c).Type III sedimentation
Q173.
In which type of sedimentation, the flocculent suspension of high concentration takes place?
Discuss
Answer: (d).Type IV sedimentation
Q174.
When the impurities are separated by the gravitation of settling particles, the operation is called ______
Discuss
Answer: (b).Plain sedimentation
Q175.
What is the settling velocity of the particle in the wastewater if its diameter is 2 * 10โป³ cm. Given G=2.65, viscosity v=8 * 10โป³ cm²/Sec?
Discuss
Answer: (b).0.13cm/Sec
Q176.
Which of the following cannot be the velocity of flow in the horizontal flow sedimentation tank?
Discuss
Answer: (b).39cm/min
Q177.
The deviation from the ideal flow of wastewater in the sedimentation tank causes ____________
Discuss
Answer: (c).Short circuiting
Q178.
The overflow rate for a plain sedimentation tank is ______ litre/day/metre².
Discuss
Answer: (c).12000
Q179.
The detention period for a sedimentation tank where coagulation takes place is ____________
Discuss
Answer: (d).2hour
Q180.
The test for finding the optimum coagulant dose in water is ____________
Discuss
Answer: (b).Jar test