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.

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Types of Settling Tank MCQs | Page 5 of 11

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Q41.
How many hours does the removing of Settleable particles require in fill and draw type of sedimentation tanks?
Discuss
Answer: (c).6-12
Q42.
In which of the following sedimentation tanks, the flow may be either horizontal or vertical?
Discuss
Answer: (d).Continuous flow
Q43.
What is the maximum permissible velocity in horizontal flow type sedimentation tank?
Discuss
Answer: (b).0.3 m/s
Q44.
The vertical type of sedimentation tanks are usually in _________ shape.
Discuss
Answer: (a).Circular
Q45.
Why are the baffle walls provided?
Discuss
Answer: (a).Prevent short circuit
Q46.
Sludge is disposed through _______
Discuss
Answer: (b).Sludge pump
Q47.
________ is provided after activated sludge process.
Discuss
Answer: (c).Secondary sedimentation tank
Q48.
In a primary sedimentation tank in percentage what is the amount of TSS removed?
Discuss
Answer: (b).50-70%
Q49.
In a primary sedimentation tank in percentage what is the amount of BOD removed?
Discuss
Answer: (b).20-40%
Q50.
What is the detention time considered while designing a primary sedimentation tank which is followed by a secondary treatment tank?
Discuss
Answer: (b).1.5-2.5 hrs