净水技术
淨水技術
정수기술
WATER PURIFICATION TECHNOLOGY
2014年
5期
11-16
,共6页
石晶晶%朱光灿%戴小冬%吕锡武
石晶晶%硃光燦%戴小鼕%呂錫武
석정정%주광찬%대소동%려석무
预臭氧生物活性炭%臭氧投加量%臭氧接触时间%深度处理%微量有机污染物
預臭氧生物活性炭%臭氧投加量%臭氧接觸時間%深度處理%微量有機汙染物
예취양생물활성탄%취양투가량%취양접촉시간%심도처리%미량유궤오염물
preozonation-BAC%ozone dosage%ozone contact time%advanced treatment%trace organic pollutants
采用中试装置研究了预臭氧生物活性炭工艺对长江南京段微污染原水有机物的去除特性,考察了臭氧投加量和臭氧接触时间对预臭氧氧化、砂滤及生物活性炭单元中DOC、BDOC、CODMn、UV254和微量有机污染物去除的影响。结果表明当臭氧投加量为3 mg/L、臭氧接触时间为10 min时,预臭氧氧化单元中DOC、CODMn和UV254的去除率分别达到19%、31%和78%,BDOC增长了33%;砂滤单元四种指标的去除率分别为25%、52%、42%和44%,而生物活性炭滤柱对四种污染物指标的去除率分别为46%、83%、52%和20%,高于常规处理工艺。整个工艺对三种微量有机物(1,2,4三氯苯、DMP和DEHP)的去除率也分别达到了60%、68.6%和68.8%。与未投加臭氧相比,臭氧的投加有效促进了砂滤和生物活性炭对有机污染物的去除。采用预臭氧生物活性炭工艺处理微污染长江原水,有效提高了有机污染物的去除效果,可保障出水水质安全。
採用中試裝置研究瞭預臭氧生物活性炭工藝對長江南京段微汙染原水有機物的去除特性,攷察瞭臭氧投加量和臭氧接觸時間對預臭氧氧化、砂濾及生物活性炭單元中DOC、BDOC、CODMn、UV254和微量有機汙染物去除的影響。結果錶明噹臭氧投加量為3 mg/L、臭氧接觸時間為10 min時,預臭氧氧化單元中DOC、CODMn和UV254的去除率分彆達到19%、31%和78%,BDOC增長瞭33%;砂濾單元四種指標的去除率分彆為25%、52%、42%和44%,而生物活性炭濾柱對四種汙染物指標的去除率分彆為46%、83%、52%和20%,高于常規處理工藝。整箇工藝對三種微量有機物(1,2,4三氯苯、DMP和DEHP)的去除率也分彆達到瞭60%、68.6%和68.8%。與未投加臭氧相比,臭氧的投加有效促進瞭砂濾和生物活性炭對有機汙染物的去除。採用預臭氧生物活性炭工藝處理微汙染長江原水,有效提高瞭有機汙染物的去除效果,可保障齣水水質安全。
채용중시장치연구료예취양생물활성탄공예대장강남경단미오염원수유궤물적거제특성,고찰료취양투가량화취양접촉시간대예취양양화、사려급생물활성탄단원중DOC、BDOC、CODMn、UV254화미량유궤오염물거제적영향。결과표명당취양투가량위3 mg/L、취양접촉시간위10 min시,예취양양화단원중DOC、CODMn화UV254적거제솔분별체도19%、31%화78%,BDOC증장료33%;사려단원사충지표적거제솔분별위25%、52%、42%화44%,이생물활성탄려주대사충오염물지표적거제솔분별위46%、83%、52%화20%,고우상규처리공예。정개공예대삼충미량유궤물(1,2,4삼록분、DMP화DEHP)적거제솔야분별체도료60%、68.6%화68.8%。여미투가취양상비,취양적투가유효촉진료사려화생물활성탄대유궤오염물적거제。채용예취양생물활성탄공예처리미오염장강원수,유효제고료유궤오염물적거제효과,가보장출수수질안전。
According to micropolluted raw water of Nanjing section of the Yangtze River,the pilot plant was used to study the removal effect of organics by pre-ozone-BAC. The removal of organic matters was investigated in different dosage of ozone and ozone contact time conditions. The results show that when ozone dosage is 3 mg/L and ozone contact time is 10 min,the removal rates of DOC, CODMn and UV254 are 19%,31% and 78%,while BDOC increases 33% in pre-ozonation unit;the removal rates of four indexes reach 25%,52%,42% and 44% in sand filter unit,and 46%,83%,52% and 20% in the BAC column,which are higher than those of conventional treatment process. Removal efficiency of there kinds of trace organics such as 1,2,4-three chlorobenzene,DMP and DEHP,reach 60%,68. 6% and 68. 8%,respectively in whole process. Compared with no addition of ozone,pre-ozone-BAC process can effectively improve the removal of organic pollutants of micropolluted raw water from the Yangtze River,and can ensure the water quality security.