化工学报
化工學報
화공학보
JOURNAL OF CHEMICAL INDUSY AND ENGINEERING (CHINA)
2015年
6期
2280-2287
,共8页
晏云鹏%全学军%葛淑萍%罗丹%邱发成%徐飞
晏雲鵬%全學軍%葛淑萍%囉丹%邱髮成%徐飛
안운붕%전학군%갈숙평%라단%구발성%서비
垃圾渗滤液%生化出水%混凝%氧化%纳滤
垃圾滲濾液%生化齣水%混凝%氧化%納濾
랄급삼려액%생화출수%혼응%양화%납려
municipal solid waste leachate%biologically treated leachate%coagulation%oxidation%nanofiltration
垃圾焚烧发电厂渗滤液是一种含高浓度腐殖酸类物质和高盐含量的复杂有机废水,传统生化处理后仍难达标排放。本工作围绕垃圾渗滤液生化出水的特性,开展了Ca(OH)2絮凝、臭氧氧化预处理与NF处理相结合的处理工艺,并对处理过程的机理进行了探讨。研究表明,渗滤液生化出水经过Ca(OH)2絮凝处理,可以有效地去除其中的杂环类化合物。生化出水经8 g·L?1的Ca(OH)2絮凝处理后,比MBR出水产水通量提高达8.2%。对Ca(OH)2絮凝出水进行臭氧氧化处理,虽然降低了它的COD,但并未进一步提高其NF膜通量,其主要原因可能是臭氧氧化生成的硅氧烷类物质造成了膜的污染;与RO处理垃圾渗滤液生化出水相比较,NF膜无法分离废水中的酮类、胺和酰胺类、杂环类化合物,使得NF产水的COD处在100~160 mg·L?1。NF平均膜通量的增大可导致产水COD略有上升;垃圾渗滤液生化出水及其预处理水在NF处理过程中,都没有表现出严重的膜污染。
垃圾焚燒髮電廠滲濾液是一種含高濃度腐殖痠類物質和高鹽含量的複雜有機廢水,傳統生化處理後仍難達標排放。本工作圍繞垃圾滲濾液生化齣水的特性,開展瞭Ca(OH)2絮凝、臭氧氧化預處理與NF處理相結閤的處理工藝,併對處理過程的機理進行瞭探討。研究錶明,滲濾液生化齣水經過Ca(OH)2絮凝處理,可以有效地去除其中的雜環類化閤物。生化齣水經8 g·L?1的Ca(OH)2絮凝處理後,比MBR齣水產水通量提高達8.2%。對Ca(OH)2絮凝齣水進行臭氧氧化處理,雖然降低瞭它的COD,但併未進一步提高其NF膜通量,其主要原因可能是臭氧氧化生成的硅氧烷類物質造成瞭膜的汙染;與RO處理垃圾滲濾液生化齣水相比較,NF膜無法分離廢水中的酮類、胺和酰胺類、雜環類化閤物,使得NF產水的COD處在100~160 mg·L?1。NF平均膜通量的增大可導緻產水COD略有上升;垃圾滲濾液生化齣水及其預處理水在NF處理過程中,都沒有錶現齣嚴重的膜汙染。
랄급분소발전엄삼려액시일충함고농도부식산류물질화고염함량적복잡유궤폐수,전통생화처리후잉난체표배방。본공작위요랄급삼려액생화출수적특성,개전료Ca(OH)2서응、취양양화예처리여NF처리상결합적처리공예,병대처리과정적궤리진행료탐토。연구표명,삼려액생화출수경과Ca(OH)2서응처리,가이유효지거제기중적잡배류화합물。생화출수경8 g·L?1적Ca(OH)2서응처리후,비MBR출수산수통량제고체8.2%。대Ca(OH)2서응출수진행취양양화처리,수연강저료타적COD,단병미진일보제고기NF막통량,기주요원인가능시취양양화생성적규양완류물질조성료막적오염;여RO처리랄급삼려액생화출수상비교,NF막무법분리폐수중적동류、알화선알류、잡배류화합물,사득NF산수적COD처재100~160 mg·L?1。NF평균막통량적증대가도치산수COD략유상승;랄급삼려액생화출수급기예처리수재NF처리과정중,도몰유표현출엄중적막오염。
The leachate from incineration plant treating municipal solid waste (MSW) is a kind of wastewater, whose composition is very complicated and highly polluted, and after conventional biological treatment they can still not be directly discharged. According to characteristics of the biologically treated leachate, a combined process was proposed in which the biologically treated leachate was flocculated firstly by Ca(OH)2, and then the flocculated leachate was oxidized by ozone, and finally the ozonated leachate was filtered by NF membrane, and process mechanism was also explored. The experimental results indicated that Ca(OH)2 flocculation can effectively remove a large fraction of organic pollutants like heterocyclic compounds and improve the NF membrane flux. The permeate flux of flocculated effluent at the dosage of 8 g·L?1 Ca(OH)2 is increased by 8.2%compared with that of MBR effluent. The COD concentration in the flocculated leachate can be further reduced by the ozonation process, but NF membrane flux has no improvement. The reason could be that the siloxane compounds generated by the ozonation process caused the fouling of NF membrane. Compared with RO treatment process, ketones, amines, amides and heterocyclic compounds present in the biologically treated leachate can pass through the NF membrane. As a result, the NF permeate COD was increased by 100 mg·L?1 to 160 mg·L?1. Besides, the increases of NF average flux could lead to a slight increase of permeate COD. Membrane fouling is not obvious after the NF treatment of the biologically treated leachate and its pretreated samples.