Chapter 8 WASTEWATER TREATMENT PLANT CONSTRUCTION .
Capacity of Sludge Hopper (min.) 30 Disinfection Tank Item Standards HRT (min) > 15 Design Influent Quality and Removal Efficiency of WWTP Influent wastewater quality of BOD and SS to WWTP are estimated as follows; 3/day = 166 mg/l 3/day = 166 mg/l Design water quality of treatment plant is determined from design influent wastewater