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 6 of 14

Q51.
What is necessary prior to trickling filters?
Discuss
Answer: (d).Primary clarification
Q52.
Which type of bacteria are used in trickling filters?
Discuss
Answer: (a).Facultative
Q53.
For rock packing low- rate trickling filters what is the hydraulic loading assumed?
Discuss
Answer: (a).1-4 m³/m².d
Q54.
For rock type of packing in intermediate filtration trickling filters what is the hydraulic rate considered?
Discuss
Answer: (a).4-10 m³/m².d
Q55.
For rock type of roughing packing trickling filter what will be the hydraulic loading rate?
Discuss
Answer: (a).40-200 m³/m².d
Q56.
For rock type low filtration rate trickling filters what would be the organic loading rate assumed?
Discuss
Answer: (a).0.07-0.22 kg BOD/m³d
Q57.
For rock type high filtration rate trickling filters what would be the organic loading rate assumed?
Discuss
Answer: (c).0.4-2.4 kg BOD/m³d
Q58.
For plastic type high filtration rate trickling filters what would be the organic loading rate assumed?
Discuss
Answer: (d).0.6-3.2 kg BOD/m³d
Q59.
For rock type low filtration rate trickling filters what would be the recycling ratio assumed?
Discuss
Answer: (a).0
Q60.
For rock type high filtration rate trickling filters what would be the recycling ratio assumed?
Discuss
Answer: (b).1-2
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