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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,��Ҫ��(g��u)��O(sh��)Ӌ(j��)��\(y��n)�Ѕ��(sh��)

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��

��4�_(t��i)��γߴ��φ3000mm×4000mm��ɰ�V��V�ϲ��0.5~1mm�ľ��|(zh��)ʯӢɰ,��O(sh��)Ӌ(j��)�V�ٞ�V=8m/h,��_ϴ��ڞ�24h��_��(qi��ng)�Ȟ�10~12 L/(m2·s),��_ϴ�v�r(sh��)10~15min,��_ϴ��ʽ��Ȳ��ÿ՚�_ϴ��Ȼ��ˮ(li��n)�ϛ_ϴ�h(hu��n)��o(h��),��ˮ��_ϴ,��

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��֌�(sh��)�I(y��)��޹�˾��a(ch��n),��_(t��i)��a(ch��n)��600g/h,��ͨ�^�O(sh��)�ڳص׵Ą��΢��ؚ��ɢ��΢С��ݺ��M(j��n)��Uˮ�У��Ͷ��(12±2)mg/L,��ڳ��غ��O(sh��)ͣ��,��p�ٚ��ĳ��(du��)��m(x��)BAF��̎��Ч��Ӱ��Ї��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)�У�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��,��ֲڡ��ג�Ĥ��,��

BAF��ܺĵ�,��D(zhu��n)��ʸߡ��ؓ(f��)��(qi��ng),��ʹ�É��L,��BAF�ص��b��˹��_�b�ã��_�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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4,��(j��ng)��(j��)Ч��

��(g��)��̎��Ҏ(gu��)ģ��5000m3/d,��ռ�ؼs1000m2��Ͷ�Y��750�fԪ,��ˮ�\(y��n)�гɱ��1.4Ԫ, ��(j��ng)�^1��ķ�(w��n)��\(y��n)��,��ƽ��ÿ��ˮ��s��1800m3��

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5,��Y(ji��)Փ

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