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        1.�O(sh��)Ӌˮ��

        ��μӉ��ˮ��ˮ��ˮ��ˮ��30~40%Ӌ��,��ܵ�ֱ�ˮ��d��,��P(gu��n)��T��ˮ��~��]��_��Ҏ(gu��)��(j��)��P(gu��n)�Y��,��_��؅^(q��)��ˮ��~�飺 q=180L/��•d,��(j��)ֱ�ˮ��ˮ��е��c,��_��׃��ϵ��(sh��)��Kd=1.2��ߕr׃��ϵ��(sh��)��Kh=1.8,��

        2.��ˇ��c

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        3.ϵ�y(t��ng)��(y��u)��

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        һסլС�^(q��)��16��סլ��,��6��,��ÿ��6��Ԫ��ÿ��Ԫ��Ӌ12��,��ÿ��3��Ӌ,��tԓС�^(q��)��վ��ˇ�h(hu��n)��(ji��)��(sh��)�飺

        1.��ˮ��ݷe��

        ��ˮ��~��ÿ��200L/dӋ��׃��ϵ��(sh��)��1.2,��t��չ�ˮ��飺

        Q=1.2×n×q=1.2×3456×0.2=829 m3/h

        n=16×6×12×3=3456

        ��ˮ��ݷe��չ�ˮ��30%Ӌ�㣺

        V=0.3×Q=0.3×829=248.7 m³

        2.��r��ˮ��

        �r׃��ϵ��(sh��)��1.8,��r��ˮ��Q1=1.8×Q/24=1.8×829/24=62.2 m³

        3.��̿�^�V��

        �� 1400×3050�Ĺ��w4��,��V��x��̿�V�ϣ��b��Ȟ�1.5m,��tÿ��Q2=62.2/4=15.6 m³/h

        ��|�r�g��T=V/ Q2=60×0.72×3.14×1.5/15.6=8.8 min

        �V �٣�v= Q2/S=15.6/(0.72×3.14)=10.1 m/h

        4.��l(f��)��

        ��ÿ��ˮͶ��1.5~2mg/L�O(sh��)Ӌ,��t��r��飺

        62.2×2=124.4 g/h

        ��x��Ҏ(gu��)��100 g/h�ĳ��l(f��)��

        5.��(y��ng)�ޣ�

        �x�� 1400×3050�Ĺ��w,��ú��ܼ��(y��ng)�ޘ�(g��u)��˳��Ԫ,��

        ͣ��r�g��T=V/ Q2=60×0.72×3.14×2/15.6=11.8 min

        �չ��٣�v= Q2/S=15.6(0.72×3.14)=10.1 m/h

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