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��Tab.1�� Design�� parameters

��(sh��)��Q	�O(sh��)Ӌ(j��)ֵ	��(sh��)��Q	�O(sh��)Ӌ(j��)ֵ
COD_cr	250mg/l	��MLSS	4000mg/l
BOD₅	150mg/l	��ؓ(f��)��	0.067
TN	30mg/l	��g	17.5d
TP	3mg/l	��ˮ��ͣ��r(sh��)�g	13.4h
SS	150 mg/l	��	100%
̎��Ҏ(gu��)ģ	60000m3/d	��a(ch��n)��	0.85kg/kgBOD₅
�M(j��n)ˮƽ��	2500m³/h	��r(sh��)�g	2h
��DO	2—3mg/l	��DO	<0.2mg/l

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��Tab.2�� Raw and effluent water quality

��ˮ��(sh��)	�O(sh��)Ӌ(j��)ֵ	��(sh��)�Hֵ	�M(j��n)ˮ��(sh��)	��(sh��)�Hֵ
BOD5	20mg/l	5—8 mg/l	BOD5	40—60 mg/l
CODcr	60 mg/l	10.6—15 mg/l	CODcr	70—100 mg/l
TP	0.5 mg/l	0.5mg/l	TP	2.5—3.6 mg/l
TN	15 mg/l	10—13.5 mg/l	TN	25—30 mg/l
SS	20 mg/l	10—12 mg/l	SS	100—150 mg/l

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