2. Please design a Type II settling tank that receives a 1000 m3/day of a waste stream, after flocculation, that displays the following settling behavior. The initial concentration for this test is 500 mg/L. Time (min) 5 10 20 30 40 50 60 75 1 meters 481 418 331 270 225 193 154 133 2 meters 490 456 425 361 325 279 240 198 3 meters 495 483 463 413 369 333 290 259 Concentrations are in mg/L If the required removal rate is 50%, how large should the tank be?
2. Please design a Type II settling tank that receives a 1000 m3/day of a waste stream, after flocculation, that displays the following settling behavior. The initial concentration for this test is 500 mg/L. Time (min) 5 10 20 30 40 50 60 75 1 meters 481 418 331 270 225 193 154 133 2 meters 490 456 425 361 325 279 240 198 3 meters 495 483 463 413 369 333 290 259 Concentrations are in mg/L If the required removal rate is 50%, how large should the tank be?
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter5: Separation Processes
Section: Chapter Questions
Problem 5.32P
Related questions
Question
![al
2. Please design a Type II settling tank that receives a 1000 m3/day of a waste stream, after flocculation, that displays the following settling
behavior. The initial concentration for this test is 500 mg/L.
Time (min)
5
10
20
30
40
50
60
75
1 meters 2 meters
481
418
331
270
225
193
154
133
490
456
425
361
325
279
240
198
3 meters
495
483
463
413
369
333
290
259
Concentrations are in mg/L
If the required removal rate is 50%, how large should the tank be?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fca36b3f2-884c-470c-99d3-dd12a6ca50ab%2F9f14f995-334f-4fdd-a831-5a7304832354%2F30e0fl8_processed.png&w=3840&q=75)
Transcribed Image Text:al
2. Please design a Type II settling tank that receives a 1000 m3/day of a waste stream, after flocculation, that displays the following settling
behavior. The initial concentration for this test is 500 mg/L.
Time (min)
5
10
20
30
40
50
60
75
1 meters 2 meters
481
418
331
270
225
193
154
133
490
456
425
361
325
279
240
198
3 meters
495
483
463
413
369
333
290
259
Concentrations are in mg/L
If the required removal rate is 50%, how large should the tank be?
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 5 steps with 2 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
![Solid Waste Engineering](https://www.bartleby.com/isbn_cover_images/9781305635203/9781305635203_smallCoverImage.gif)
Solid Waste Engineering
Civil Engineering
ISBN:
9781305635203
Author:
Worrell, William A.
Publisher:
Cengage Learning,
![Solid Waste Engineering](https://www.bartleby.com/isbn_cover_images/9781305635203/9781305635203_smallCoverImage.gif)
Solid Waste Engineering
Civil Engineering
ISBN:
9781305635203
Author:
Worrell, William A.
Publisher:
Cengage Learning,