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 11 of 14

Discuss
Answer: (b).Mixed Liquor Suspended solids
Q102.
Radial tube header is designed to remove _______
Discuss
Answer: (c).Settled solids
Q103.
Orifice placement is critical to the successful operation of the clarifier.
Discuss
Answer: (a).True
Q104.
Hindered zone settling refers to the suspensions of intermediate concentration.
Discuss
Answer: (a).True
Q105.
The liquid tends to move up through the interstices of contacting particles because of _______
Discuss
Answer: (c).High concentration of particles
Q106.
Calculate the volume of the flocculation zone for a clariflocculator for the following data.

Flow: 500 m³/h.
Discuss
Answer: (a).250 m³
Q107.
Calculate the diameter of the flocculation zone for the following data:

Flow: 200 m³/h.
Height considered (SWD):3.5 m
Discuss
Answer: (a).6.1 m
Q108.
Calculate the surface area of the flocculation zone for the following data.

Flow: 300 m³/h.
Rise rate :1.2 m/h
Discuss
Answer: (b).250 m²
Q109.
Calculate the flocculation volume for an HRSCC for the following data.

Flow: 300 m³/h.
Discuss
Answer: (c).75 m³
Q110.
Which of these require a flash mixer and flocculation prior to it?
Discuss
Answer: (c).Secondary clarifier