Sewage Filters MCQs

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

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

Sewage Filters MCQs | Page 3 of 14

Q21.
While designing a sand filter what is the velocity that is assumed?
Discuss
Answer: (a).10-12 m/h
Q22.
While designing a dual media filter what is the velocity that is assumed?
Discuss
Answer: (b).15-18 m/h
Q23.
While designing a multimedia filter what is the velocity that is assumed?
Discuss
Answer: (c).18-20 m/h
Q24.
Calculate the diameter of a sand filter with the following data.

Flow: 2200 m³/hr
Velocity: 12 m/hr
Discuss
Answer: (a).15.3 m
Q25.
Calculate the diameter of a dual media filter with the following data.

Flow: 2200 m³/hr
Velocity: 15 m/hr
Discuss
Answer: (b).13.6 m
Q26.
Calculate the diameter of a multimedia filter with the following data.

Flow: 2200 m³/hr
Velocity: 18 m/hr
Discuss
Answer: (c).12.5 m
Q27.
While designing a blower for backwash for sand filters without air scouring what is the velocity considered?
Discuss
Answer: (a).36 m/h
Q28.
While designing a blower for backwash for sand filters with air scouring what is the velocity considered?
Discuss
Answer: (c).24 m/h
Q29.
While designing a blower for backwash for dual media filters without air scouring what is the velocity considered?
Discuss
Answer: (b).30 m/h
Q30.
While designing a blower for backwash for multimedia filters without air scouring what is the velocity considered?
Discuss
Answer: (c).24 m/h
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