Advanced Wastewater Treatment Methods MCQs

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

Advanced Wastewater Treatment Methods MCQs | Page 18 of 48

Discover more Topics under Waste Water Engineering

Q171.
What is the size of the microbial granules?
Discuss
Answer: (c).1-3 mm
Q172.
What is the product gases released at the end of the UASB process?
Discuss
Answer: (b).Methane and carbon-dioxide
Q173.
What is the means used for the mixing of the sludge?
Discuss
Answer: (d).By means of bubbles
Q174.
_______ deflects the materials downwards.
Discuss
Answer: (b).Sloped walls
Q175.
A clarified effluent is extracted from the ______ of the reactor.
Discuss
Answer: (a).Top
Q176.
What is the minimum pH to be maintained for the process?
Discuss
Answer: (b).6.3
Q177.
What is the temperature which should not be exceeded for the reaction?
Discuss
Answer: (c).38หšC
Q178.
What is the minimum influent COD load beneficial for the process?
Discuss
Answer: (c).250 mg COD/Lm
Q179.
What is the minimum hydraulic retention time for UASB?
Discuss
Answer: (b).2 hour
Q180.
What is the COD loading rate assumed for an Up flow anaerobic sludge blanket (UASB)?
Discuss
Answer: (a).4-12 Kg COD/m³