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工艺程
1、主要去除污水中含碳有机物时Q宜采用单x化曝气生物o池;
2、要求去除污水中含碳有机物ƈ完成氨的硝化时Q可采用单x化曝气生物o池,q当降低负荷Q也可以采用x化o池和化曝气滤池的两U串联工艺;
3(mo)当(hong)q水(an)(an)x(chong)充(dong)且出水水(an)(an)质对L要求高时Q(ben)(ben)宜采用前(qu)(hong)(qu)(chen)(ci)o(hu)?(yun)(yun)(yun)化池l合(hao)工艺Q(ben)(ben)?br />
4(mo)当(hong)q水(an)(an)的Lۋ(qin)高(pu)碳(jing)不(chong)出水有ҎL要求严格Ӟ(hong)采(yong)()後(si)|硝(chen)工(cuan),q(qian)补充碳(jing);或采(yong)()前|反(yun)(yun)(yun)化滤池q(qian)外加碳(jing),前(qu)(hong)(qu)(chen)(ci)o(hu)池的(qing)(yun)(yun)(yun)化液回率(hong)具体根据设计NO3-N去除(dui)(yuan)(hu)(hong)进水碳氮比(yun)(yun)(yun)定(lei)Q(ben)(ben)外加碳(jing)的(qing)投加量需l计后(man)(yun)(yun)(yun)定(lei)(mo)?