Classification of Planning Effluent Water Quality
and Typical Wastewater Treatment Process
	Additional Treatment			Planning Final Effuluent Water Quality (mg/l)
Typical Wastewater Treatment Process	Rapid  Filtration	Addition of Coagulant to  Reactor	Addition of  Organic Matter to Reactor	BOD mg/l	T-N mg/l	T-P mg/l
Conventional Activated Sludge Process	-	-	-	10-15	-	-
	O	-	-	10 or below	-	-
Anaerobic-Oxic Activated Sludge Process	-	-	-	10-5	-	3 or below
	O		-	10 or below	-	1-3
	O	O	-	10 or below	-	1 or below
Anaerobic-Anoxic-Oxic Process	-	-	-	10-15	(20 or below)	(10 or below)
	O	-	-	10 or below	(10-20)	(1-3)
	O	-	O	10 or below	10-20	(1-3)
	O	O	-	10 or below	(10-20)	1or below
	O	O	O	10 or below	10 or below	[0.5-1 or  0.5 or below]
Recycled Nitrification / Denitrification Process	-	-	-	10-15	20 or below	-
	O	-	-	10 or below	10-20	-
	-	O	-	10-15	20 or below	3 or below
	O	-	O	10 or below	10 or below	-
	O	O	-	10 or below	10-20	1-3
	O	O	O	10 or below	10 or below	[1-3 or 0.5-1]
[ Note]
():There is a caes that standard is not set up
[ ]:One of standards is chosen
O:Additional Treatment is appied
Other evaluated treatment methods which treat the wastewater nearly equal to or cleaner than the typical
wastewater treatment method shown in the table can be also adopted.