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 34 of 48

Discover more Topics under Waste Water Engineering

Q331.
The production run should be _______ the regeneration process.

a.

Shorter than

b.

Longer than

c.

Equal to

d.

Nearer to

Discuss
Answer: (d).Nearer to
Q332.
What is the minimum flow rate for water treatment?

a.

5 m³/h per m³ of resin

b.

10 m³/h per m³ of resin

c.

15 m³/h per m³ of resin

d.

20 m³/h per m³ of resin

Discuss
Answer: (a).5 m³/h per m³ of resin
Q333.
What is the maximum operating flow for mixed bed units?

a.

12 BV/h

b.

13 BV/h

c.

14 BV/h

d.

15 BV/h

Discuss
Answer: (d).15 BV/h
Q334.
Which is the year zeolite was used as ion exchange water softeners?

a.

1900

b.

1905

c.

1925

d.

1945

Discuss
Answer: (b).1905
Q335.
_________resins can neutralize strong bases.

a.

SAC

b.

WAC

c.

SBA

d.

WBA

Discuss
Answer: (a).SAC
Q336.
Calculate the amount of resin required for the following information.

Cation Load: 10 ppm as CaCO₃
Capacity: 47 Kg/m³
Correction factor: 0.9
Flow rate: 135 m³/hr
Operation hours: 20 hrs

a.

0.5 m³

b.

1.5 m³

c.

0.6 m³

d.

2.5 m³

Discuss
Answer: (c).0.6 m³
Q337.
Calculate the amount of resin required for the following information.

Cation Load: 30 ppm as CaCO₃
Capacity: 47 Kg/m³
Correction factor: 0.9
Flow rate: 135 m³/hr
Operation hours: 20 hrs

a.

1.5 m³

b.

1.8 m³

c.

0.6 m³

d.

2.5 m³

Discuss
Answer: (b).1.8 m³
Q338.
Calculate the amount of resin required for the following information.

Cation Load: 80 ppm as CaCO₃
Capacity: 47 Kg/m³
Correction factor: 0.9
Flow rate: 135 m³/hr
Operation hours: 20 hrs

a.

4.5 m³

b.

4.8 m³

c.

0.6 m³

d.

2.5 m³

Discuss
Answer: (b).4.8 m³
Q339.
Calculate the amount of resin required for the following information.

Cation Load: 100 ppm as CaCO₃
Capacity: 57 Kg/m³
Correction factor: 0.9
Flow rate: 135 m³/hr
Operation hours: 20 hrs

a.

4.5 m³

b.

5.3 m³

c.

7.9 m³

d.

7.5 m³

Discuss
Answer: (b).5.3 m³
Q340.
Calculate the SAC resin required for the following data. It should be noted that prior to the SAC, a WAC system is present.

M Alkalinity: 100 ppm as CaCO₃
P Alkalinity: 100 ppm as CaCO₃
EMA: 50 ppm as CaCO₃
Capacity: 57 Kg/m³
Correction factor: 0.9
Flow rate: 135 m³/hr
Operation hours: 20 hrs

a.

4.5 m³

b.

6.9 m³

c.

5.7 m³

d.

7.5 m³

Discuss
Answer: (b).6.9 m³
Page 34 of 48