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2.1 �O(sh��)Ӌ��˼·

�ϻ��˾��1997��,��_ʼ��(y��ng)��H.S.B.΢��＼�g(sh��)��Uˮ��1998��ڹ��I(y��)��\��Ы@�óɹ�,��F(xi��n)�_��(bi��o)�ŷ�,��2001�꣬��(y��ng)��H.S.B.��΢��＼�g(sh��)��Uˮ��̫@�óɹ�,��ͬ��12��6��,��ͨ�^�˽��Kʡ�h(hu��n)��d�M��ļ��g(sh��)�b��2002�ꑪ(y��ng)��ԓ��g(sh��)��ͱ��ϏUˮ,��b��Ͷ�\�@�óɹ�,��ˮ��F(xi��n)�_��(bi��o)�ŷţ�2005��,��ϻ��˾�ٴΑ�(y��ng)��H.S.B.΢��＼�g(sh��)̎��µ�10�f��/�걽��,��a(ch��n)�Uˮ��(w��n)��\��1��ԁ�,��ˮCODƽ��52.88mg/l,��

2.2 �O(sh��)Ӌˮ�|(zh��)

�Uˮ̎��ϵ�y(t��ng)�O(sh��)Ӌ��̎��ˮ��Qmax=800m3/d

��1��O(sh��)Ӌ�M��ˮˮ�|(zh��)��λ��mg/l��

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�Mˮˮ�|(zh��) 10-12 �Q1200 �Q150         �Q500       �Q4000
��ˮˮ�|(zh��) 6-9 �Q60 �Q2.00    �Q1.00 �Q50
̎��Ч�� —— ≥95% ≥99%            ≥99%        ≥99%

2.3�O(sh��)Ӌ�f��

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2.4 ��Ҫ�O(sh��)Ӌ��(sh��)

�� HRT=48h V=1600m3 �w�eؓ�ɣ�0.5kgCOD/m3.d
�� HRT=4h V=150m3 ��ؓ�ɣ�1.33 m3/m2.d
�� HRT=36h V=1200m3 �w�eؓ�ɣ�0.47kgCOD/m3.d
�� HRT=4h V=150m3 ��ؓ�ɣ�1.20 m3/m2.d

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