化工学报
化工學報
화공학보
JOURNAL OF CHEMICAL INDUSY AND ENGINEERING (CHINA)
2010年
1期
180-185
,共6页
叶柳%王淑莹%刘洋%刘智波%于霞%孙治荣
葉柳%王淑瑩%劉洋%劉智波%于霞%孫治榮
협류%왕숙형%류양%류지파%우하%손치영
耐盐污泥%丝状菌污泥膨胀%利用%控制
耐鹽汙泥%絲狀菌汙泥膨脹%利用%控製
내염오니%사상균오니팽창%이용%공제
salt-tolerant sludge%filamentous sludge bulking%utilization%control
为研究耐盐污泥膨胀发生的原因、过程以及控制方法,利用革新MUCT工艺重点考察了10 mg·L~(-1)盐度长期驯化的耐盐污泥在低溶解氧条件下发生污泥膨胀的过程.通过不同方式进行控制,同时比较膨胀前后系统对有机物和氮磷的去除能力,结合污泥微膨胀节能理论提出利用污泥微膨胀提高含盐污水生物处理效率的方法.结果表明:耐盐污泥在长期低溶解氧条件下会发生膨胀;盐度降低导致污泥膨胀加剧;提高盐度可有效抑制其膨胀;当好氧2段溶解氧(DO_2)维持在1.0 mg·L~(-1),好氧1段溶解氧(DO_1)维持在2.0 mg·L~(-1)时,污泥容积指数(SVI)维持在190~210 ml·g~(-1)之间,稳定处于微膨胀状态.微膨胀状态下系统出水浊度大大降低,可以利用低氧微膨胀状态提高含盐污水处理效率.
為研究耐鹽汙泥膨脹髮生的原因、過程以及控製方法,利用革新MUCT工藝重點攷察瞭10 mg·L~(-1)鹽度長期馴化的耐鹽汙泥在低溶解氧條件下髮生汙泥膨脹的過程.通過不同方式進行控製,同時比較膨脹前後繫統對有機物和氮燐的去除能力,結閤汙泥微膨脹節能理論提齣利用汙泥微膨脹提高含鹽汙水生物處理效率的方法.結果錶明:耐鹽汙泥在長期低溶解氧條件下會髮生膨脹;鹽度降低導緻汙泥膨脹加劇;提高鹽度可有效抑製其膨脹;噹好氧2段溶解氧(DO_2)維持在1.0 mg·L~(-1),好氧1段溶解氧(DO_1)維持在2.0 mg·L~(-1)時,汙泥容積指數(SVI)維持在190~210 ml·g~(-1)之間,穩定處于微膨脹狀態.微膨脹狀態下繫統齣水濁度大大降低,可以利用低氧微膨脹狀態提高含鹽汙水處理效率.
위연구내염오니팽창발생적원인、과정이급공제방법,이용혁신MUCT공예중점고찰료10 mg·L~(-1)염도장기순화적내염오니재저용해양조건하발생오니팽창적과정.통과불동방식진행공제,동시비교팽창전후계통대유궤물화담린적거제능력,결합오니미팽창절능이론제출이용오니미팽창제고함염오수생물처리효솔적방법.결과표명:내염오니재장기저용해양조건하회발생팽창;염도강저도치오니팽창가극;제고염도가유효억제기팽창;당호양2단용해양(DO_2)유지재1.0 mg·L~(-1),호양1단용해양(DO_1)유지재2.0 mg·L~(-1)시,오니용적지수(SVI)유지재190~210 ml·g~(-1)지간,은정처우미팽창상태.미팽창상태하계통출수탁도대대강저,가이이용저양미팽창상태제고함염오수처리효솔.
In order to find out the reason of the filamentous sludge bulking in salt-tolerant sludge during saline wastewater treatment,a lab-scale nutrient removal activated sludge system,based on the modified MUCT configuration,was used to identify the occurrence process of filamentous sludge bulking.The sludge was acclimated for a long period at 10g·L~(-1) salinity in the MUCT process and was observed to have plenty of filamentous organisms under low dissolved oxygen concentration condition.Different operation strategies were used to control the filamentous sludge bulking.The pollutants removal efficiencies during each control periods were compared as well.The results indicated that filamentous sludge bulking in salt-tolerant sludge occurred at a low DO concentration.Increased salinity inhibited sludge bulking quickly and efficiently.Limited filamentous sludge bulking could be maintained for a long time when ρ(DO_2) was controlled at 1.0 mg·L~(-1) and ρ(DO_1) was controlled at 2.0 mg·L~(-1).The value of sludge volume index (SVI) varied between 190 ml·g~(-1) and 210 ml·g~(-1).During this period,the effluent turbidity decreased significantly due to the filtering effect of filamentous bacteria.It could be an option to solve the turbidity problem of saline wastewater treatment.