My orders
How it works
Examples
Reviews
Blog
Homework Answers
Submit
Sign in
How it works
Examples
Reviews
Homework answers
Blog
Contact us
Submit
Fill in the order form to get the price
Subject
Select Subject
Programming & Computer Science
Math
Engineering
Economics
Physics
Other
Category
Electrical Engineering
Mechanical Engineering
Civil and Environmental Engineering
Chemical Engineering
3D CAD Modeling
Material Science Engineering
Thermal Power Engineering
Other
Deadline
Timezone:
Title
*
Task
*
An activated sludge process has been designed to treat wastewater of a new township community. The results: Q = 20,000 m3 /day, Qw = 100 m3 /day, QR = 30,000 m3 /day, S0 = 500 mg COD/L, S = 25 mg, COD/L V = 5000 m3, XR = 4.5 g/L Assumes that there is no solid concentration the effluent flow from the top of the settling tank. the engineer change the design by assuming a solid loss with the clarified effluent of 5 mg/L by maintaining the same SRT, S, Qw, concentration in the aeration tank (X) and the reactor volume (V). He change the (QR) which changes the (XR). Performing mass balance of the biomass for both overall process and on settling tank, determine the XRnew, X, SRT and the value of QRnew that have to be used under the hypothesis of solid losses with the effluent
I need basic explanations
Special Requirements
Upload files (if required)
Drop files here to upload
Add files...
Account info
Already have an account?
Create an account
Name
*
E-mail
*
Password
*
The password must be at least 6 characters.
I agree with
terms & conditions
Create account & Place an order
Please fix the following input errors:
dummy
