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!

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Advanced Wastewater Treatment Methods MCQs | Page 7 of 48

Q61.
For which of the following activated carbon is not used?
Discuss
Answer: (c).Increase in oxygen quantity
Q62.
_______ stores natural gas.
Discuss
Answer: (b).Activated carbon
Q63.
What is the range of bonding energies of carbon?
Discuss
Answer: (d).5-10 KJ per mol
Q64.
What is the minimum temperature required for carbonization?
Discuss
Answer: (c).600˚C
Q65.
Calculate the area of the activated carbon filter for the following details.

Flow: 2000 m³/h.
Rise Velocity: 15m/h
Discuss
Answer: (b).135 m²
Q66.
Calculate the backwash pump required for the activated carbon filter for the following details.

Flow: 1000 m³/h.
Rise Velocity: 15m/h
Discuss
Answer: (b).1608 m³/hr
Q67.
What is the quality of Organic content obtained in the effluent by an activated carbon filter?
Discuss
Answer: (c).Below detection level
Q68.
What is the quality of Turbidity obtained in the effluent by an activated carbon filter?
Discuss
Answer: (d).<0.5 ppm
Q69.
Which of these are not removed by an activated carbon filter?
Discuss
Answer: (a).TSS
Q70.
Calculate the backwash water volume for the activated carbon filter for the following details.

Net Flow: 3000 m³/h.
Rise Velocity: 15m/h
Discuss
Answer: (b).800 m³