Types of Settling Tank MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Types of Settling Tank, 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 Types of Settling Tank 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 Types of Settling Tank mcq questions that explore various aspects of Types of Settling Tank problems. Each MCQ is crafted to challenge your understanding of Types of Settling Tank 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 Types of Settling Tank 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 Types of Settling Tank. 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 Types of Settling Tank knowledge to the test? Let's get started with our carefully curated MCQs!

Types of Settling Tank MCQs | Page 6 of 11

Q51.
What is the detention time considered while designing a primary sedimentation tank which is followed by an activated sludge treatment tank?
Discuss
Answer: (b).1.5-2.5 hrs
Q52.
What is the weir loading rate assumed while designing a primary sedimentation tank which comes prior to a secondary settling tank?
Discuss
Answer: (a).125-500 m³/m.d
Q53.
What is the range of width assumed while designing a rectangular tank?
Discuss
Answer: (b).3-24 m
Q54.
While designing a rectangular primary sedimentation tank in what range the length should be assumed?
Discuss
Answer: (b).15-90m
Q55.
What is the range of diameter assumed while designing a circular tank?
Discuss
Answer: (b).3-60m
Q56.
What is the flight speed assumed while designing a circular tank?
Discuss
Answer: (b).0.02-0.05 r/min
Q57.
What is the flight speed assumed while designing a rectangular tank?
Discuss
Answer: (c).0.6-1.2 r/min
Q58.
Clarification removes most of the turbidity.
Discuss
Answer: (a).True
Q59.
What is the first step in clarification?
Discuss
Answer: (b).Coagulation
Q60.
The agglomeration of destabilized particles into large particles is called _________
Discuss
Answer: (c).Flocculation
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