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 15 of 48

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Q141.
What is the liquid loading rate assumed for an ammonia stripping tower for the removal of volatile organic carbon?
Discuss
Answer: (c).600-1800 L /m²min
Q142.
What is the liquid loading rate assumed for an ammonia stripping tower for the removal of ammonia?
Discuss
Answer: (b).40-80 L /m²min
Q143.
What is the stripping factor assumed for the ammonia stripping tower to remove volatile organic carbon?
Discuss
Answer: (a).1.5-5
Q144.
What is the stripping factor assumed for the ammonia stripping tower to remove ammonia?
Discuss
Answer: (a).1.5-5
Q145.
What is the allowable pressure drop assumed for the ammonia stripping tower to remove ammonia?
Discuss
Answer: (b).100-400{N/m²}/m
Q146.
At what pH should be the wastewater be maintained in order to remove the Volatile organic compounds?
Discuss
Answer: (a).5.5-8.5
Q147.
What is the packing depth maintained for an ammonia stripping tower for the removal of volatile organic compounds?
Discuss
Answer: (a).1-6 m
Q148.
What is the packing depth maintained for an ammonia stripping tower?
Discuss
Answer: (b).6-10 m
Q149.
Wet air oxidation is a form of hydrothermal treatment.
Discuss
Answer: (a).True
Q150.
The oxidation process occurs above 374หšC.
Discuss
Answer: (b).False