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 11 of 48

Q101.
The maximum removal of nitrogen from septic tanks is 15%.
Discuss
Answer: (b).False
Q102.
What is the percentage of nitrogen removal that can be obtained from facultative lagoons?
Discuss
Answer: (d).95%
Q103.
What is the power consumed for the anoxic process for the removal of nitrogen?
Discuss
Answer: (a).0.5-1.5 hrs
Q104.
What is the retention time considered for the anaerobic zone for the AO process for removing phosphorus?
Discuss
Answer: (a).1-3 hrs
Q105.
What is the SDNR assumed while designing postanoxic tank?
Discuss
Answer: (a).0.1-0.4
Q106.
How is the SDNR related to the BOD?
Discuss
Answer: (a).SDNR = 0.03 F/M
Q107.
At what detention time maximum saturation rates are experienced in a denitrification process?
Discuss
Answer: (a).10-20 mins
Q108.
When is internal recirculation required for preanoxic tank?
Discuss
Answer: (a).SDNR<1
Q109.
What is the retention time considered for an anoxic zone for the removal of nitrogen for modified Ludzack Ettinger treatment system?
Discuss
Answer: (a).1-3 hrs
Q110.
What is the residential time considered for the sequence batch reactor for the removal of nitrogen?
Discuss
Answer: (b).10-32 days