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��Ҫ����(sh��) Main parameter
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��̖ Model |
�m�÷��� Applicable scope |
�O(sh��)Ӌ����(sh��) Design variable |
��ˇ׃���f�� Craft change explanation |
ˮ�����p% Water volume fiuctuation |
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�Mˮ Enters the water |
��ˮ Water leakage |
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ZYTH-��-K |
������ˮ Sanitary sewage |
BOD5200 CODcr400 SS400 |
BOD530 CODcr100 SS70 |
�p�ٽ��|�����c����r�g The reduction catalytic oxidation and precipitates time |
����̎����25% Increases process load 25% |
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ZYTH-��-K |
������ˮÓ�� Sanitary sewage ammonia |
NH3-N |
15 |
���Ӆ�������(y��ng)��,��������������� Increases the anaerobic response pond,��two sink the pond sludge backflow |
�p��̎����20% Reduced process load 20% |
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�����c�˜�����ͬ Other and the standard type is the same |
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ZYTH-��-K |
�ߝ���ЙC��ˮ��̎�� Highly concentrated organic sewage processing |
BOD5 600-1000 |
BOD560 |
ȡ�������أ�����һ�����|������,�����|�����r�g��8-9h�����L�C Cancels the disinfection tank,��increases a catalytic oxidation time is 8-9h increases air blower |
�c�˜�����ͬ Is the same with the standard type |
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ZYTH-��-K |
������ˮ�Ļ��� Sanitary sewage sales commission |
BOD5200 CODcr400 SS400 |
BOD510 CODcr40 SS10 |
�����^�Vϵ�y(t��ng) Increases filtration system |
�p��̎����15% Reduced process load 15% |
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ZYTH-��-K |
�t(y��)Ժ��ˮ̎�� The hospital sewage processes |
�c�˜�����ͬ Is the same with the standard type |
���������r�g��1.5-2.5�r Increases the disinfection time to 1.5-2.5 hour |
�p��̎����13%-20% Reduced process load 13%-20% |
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ZYTH-��-K |
������ˮÓ��Ó�� Sanitary sewage dephosphorization denitrogenation |
NH3-N P |
15 1 |
�ڢ��ͻ��A(ch��)�������ữ�� Increases acidified pond in �� foundation |
�p��̎����30% Reduced process load 30% |
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�����c�˜�����ͬ Other and the standard type is the same |
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ZYTH-��-K |
�����s��ˮ�Ļ��� Lives the mixed sewage sales Commission |
BOD5100 CODcr150 SS150 |
BOD510 CODcr40 SS10 |
�p�������r�g�����^�Vϵ The reduction catalytic oxidation time increases the filtration department |
����̎����20% Increases process load 20% |
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