Design of Active Sludge

Published on September 27, 2018 09:01 by Mahmud Ghasempour, effluent treatment manager at Mahmud in Technology

Dear friends

For design of two system (A: flow is 10 m3/hr and COD is 26000 ppm and system B: flow is 100 and COD is 2600) the total load is same and what parameteres shall be considered.

thanks

Taxonomy

Sludge Treatment
Sludge Management
Activated Sludge