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1��ˇ��̼��c(di��n)

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Fig.1.Technology diagram of wastewater reuse

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2.1 ��{(di��o)��(ji��)�غͻ��ˮ��

��{(di��o)��(ji��)�غͻ��ˮ�ع��ںϽ�,��ң��ŽY(ji��)��(g��u),��Ч�ݷe��200m3,��

2.2 ɰ�V��

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2.3 ��

��؞��ŽY(ji��)��(g��u)��O(sh��)2��,��߳��ܽ�Ч��,��O(sh��)Ӌ(j��)�ɶ��(li��n)ʽ��|�r(sh��)�g��30min,��l(f��)��u��(gu��)�֌�(sh��)�I(y��)��޹�˾��a(ch��n),��_(t��i)��a(ch��n)��600g/h��ͨ�^�O(sh��)�ڳص׵Ą��΢��ؚ��ɢ��΢С��ݺ��M(j��n)��Uˮ��,��Ͷ��(12±2)mg/L,��ڳ��غ��O(sh��)ͣ��ۣ��p�ٚ��ĳ��(du��)��m(x��)BAF��̎��Ч��Ӱ��Ї�(gu��)�W(xu��)�g(sh��)�ڿ��W(w��ng),��

2.4 BAF

BAF��ŽY(ji��)��(g��u),��O(sh��)8��h(hu��n)��o(h��)��(li��n)�\(y��n)��,��COD�ݷeؓ(f��)�ɼs1.0kg/(m3·d)��½�ʽ�\(y��n)��,��ٞ�2.0m/h,��όӸ߶Ȟ�2m��|�r(sh��)�g��30min,��ˮ��߰��ˮ,��ײ��ˮ��ϲ��ñȱ��e��,��ֲ�,��ג�Ĥ��ϡ�

BAF��ܺĵ�,��D(zhu��n)��ʸ�,��ؓ(f��)��(qi��ng),��ʹ�É��L(zh��ng)��BAF�ص��b��˹��_�b��,��_�ĳ�ˮ�ص�ԭ��ˮ̎��վ�{(di��o)��(ji��)��,��

2.5��Ҫ�O(sh��)��

(1)ɰ�V��4�_(t��i)�h(hu��n)��o(h��)��Ҏ(gu��)��φ3000mm×4000mm;

(2)ɰ�V��;KL(W)80-160,��6�_(t��i)(4��2��),��50m3/h��P(y��ng)�̞�32m,��ʞ�7.50kw;

(3)��l(f��)��b�ã��՚�Դ,��CF-G-2-600�ͣ�2�_(t��i),��a(ch��n)��600g/h;

(4)BAF�ؚ��L(f��ng)�C(j��)��BK5006��,��3�_(t��i)(2��1��)��L(f��ng)��7.07m3/min�h(hu��n)��o(h��),��ˮ��6m,��ʞ�11.3kw;

(5)BAF��ϴ�L(f��ng)�C(j��)��BK6008�ͣ�2�_(t��i)(1��1��),��L(f��ng)��15.1m3/min,��ˮ��6m��ʞ�22.6kw;

(6)BAF��ϴˮ�ã�KL(W)125-200B,��2�_(t��i)(1��1��),��ʞ�22 kw;

3��ˇ�\(y��n)��

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5,��Y(ji��)Փ

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