Wastewater Engineering Dr. Ali Jalil Chabuk Second Course - Lecture 4 Homework: Q1. Design rectangular settling tanks for the following conditions: 1- Served population = 2000000 person 2- Provide four rectangular basins: 3- Select surface overflow rate at average design flow = 40 m/m2. d (Table 9.1) %3D 4- Average design flow rate = 80000 m/s 5- Side water depth = 3.5m The design should be satisfying all design criteria. Q2. Two rectangular settling tanks are each 6 m wide (W), 24 m long (L), and 2.1 m deep (h). Each is used alternately to treat 1900 m' in a 12 h period. Compute the surface overflow (settling) rate, detention time, horizontal velocity, and outlet weir loading rate using a V-shaped weir with three times the width. Q3. A city must treat about 20000 m/d of wastewater with an overflow rate of 40 m/d. two circular basins use to produce satisfactory removal at a depth of 3.5 m. Determine the diameter required for settling basins, detention time, Surface overflow rate, and horizontal velocity.
Wastewater Engineering Dr. Ali Jalil Chabuk Second Course - Lecture 4 Homework: Q1. Design rectangular settling tanks for the following conditions: 1- Served population = 2000000 person 2- Provide four rectangular basins: 3- Select surface overflow rate at average design flow = 40 m/m2. d (Table 9.1) %3D 4- Average design flow rate = 80000 m/s 5- Side water depth = 3.5m The design should be satisfying all design criteria. Q2. Two rectangular settling tanks are each 6 m wide (W), 24 m long (L), and 2.1 m deep (h). Each is used alternately to treat 1900 m' in a 12 h period. Compute the surface overflow (settling) rate, detention time, horizontal velocity, and outlet weir loading rate using a V-shaped weir with three times the width. Q3. A city must treat about 20000 m/d of wastewater with an overflow rate of 40 m/d. two circular basins use to produce satisfactory removal at a depth of 3.5 m. Determine the diameter required for settling basins, detention time, Surface overflow rate, and horizontal velocity.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
i need the answer quickly
![Wastewater Engineering
Dr. Ali Jalil Chabuk
Second Course - Lecture 4
Homework:
Q1.
Design rectangular settling tanks for the following conditions:
1- Served population = 2000000 person
2- Provide four rectangular basins:
3- Select surface overflow rate at average design flow = 40 m/m'. d (Table 9.1)
4- Average design flow rate = 80000 m/s
5- Side water depth = 3.5m
The design should be satisfying all design criteria.
Q2.
Two rectangular
(h). Each is used alternately to treat 1900 m' in a 12 h period. Compute the surface
overflow (settling) rate, detention time, horizontal velocity, and outlet weir loading
rate using a V-shaped weir with three times the width.
ettling tanks are each 6 m wide (W), 24 m long (L), and 2.1 m deep
Q3.
A city must treat about 20000 m/d of wastewater with an overflow rate of 40 m/d.
two circular basins use to produce satisfactory removal at a depth of 3.5 m.
Determine the diameter required for settling basins, detention time, Surface overflow
rate, and horizontal velocity.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb22a58b8-cac9-4d7b-81b2-9a1fc559f934%2F142100ff-1907-4bd1-8aa7-f21cfad5dbcf%2Fksv0r5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Wastewater Engineering
Dr. Ali Jalil Chabuk
Second Course - Lecture 4
Homework:
Q1.
Design rectangular settling tanks for the following conditions:
1- Served population = 2000000 person
2- Provide four rectangular basins:
3- Select surface overflow rate at average design flow = 40 m/m'. d (Table 9.1)
4- Average design flow rate = 80000 m/s
5- Side water depth = 3.5m
The design should be satisfying all design criteria.
Q2.
Two rectangular
(h). Each is used alternately to treat 1900 m' in a 12 h period. Compute the surface
overflow (settling) rate, detention time, horizontal velocity, and outlet weir loading
rate using a V-shaped weir with three times the width.
ettling tanks are each 6 m wide (W), 24 m long (L), and 2.1 m deep
Q3.
A city must treat about 20000 m/d of wastewater with an overflow rate of 40 m/d.
two circular basins use to produce satisfactory removal at a depth of 3.5 m.
Determine the diameter required for settling basins, detention time, Surface overflow
rate, and horizontal velocity.
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 3 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
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning