北京工业大学学报
北京工業大學學報
북경공업대학학보
JOURNAL OF BEIJING POLYTECHNIC UNIVERSITY
2015年
6期
912-918
,共7页
李星%刘扬阳%杨艳玲%李雨婷%尚思宏
李星%劉颺暘%楊豔玲%李雨婷%尚思宏
리성%류양양%양염령%리우정%상사굉
原水长距离输水管道%臭氧%生物膜%净水效能
原水長距離輸水管道%臭氧%生物膜%淨水效能
원수장거리수수관도%취양%생물막%정수효능
long-distance raw water distribution pipelines%ozone%biofilm%purification efficiency
采用稳定运行的环状生物膜反应器( biofilms annular reactor,BAR)模拟原水长距离输水管道水质净化过程,研究臭氧对管壁生物膜净水效能与生物净水功能恢复的影响.结果表明:臭氧处理后生物膜中异养菌数量迅速降低,氨氧化菌达到100%灭活,臭氧在水中分解生成氧气有利于生物膜更新,使生物膜迅速恢复.臭氧冲击明显降低了生物膜对氨氮的去除效果,臭氧自身的氧化能力也使氨氮略有增加,臭氧质量浓度为0.7、1.5、3.2 mg/L的反应器对氨氮去除率由对照组的81.85%分别降至38.49%、17.60%和-5.50%,并出现亚硝酸盐氮积累现象.生物膜对氨氮去除效能的恢复较亚硝酸盐氮快,分别在第5天和第8天恢复;臭氧对生物膜的氧化作用导致出水总有机碳高于进水,运行6d之后生物膜恢复净水效果.
採用穩定運行的環狀生物膜反應器( biofilms annular reactor,BAR)模擬原水長距離輸水管道水質淨化過程,研究臭氧對管壁生物膜淨水效能與生物淨水功能恢複的影響.結果錶明:臭氧處理後生物膜中異養菌數量迅速降低,氨氧化菌達到100%滅活,臭氧在水中分解生成氧氣有利于生物膜更新,使生物膜迅速恢複.臭氧遲擊明顯降低瞭生物膜對氨氮的去除效果,臭氧自身的氧化能力也使氨氮略有增加,臭氧質量濃度為0.7、1.5、3.2 mg/L的反應器對氨氮去除率由對照組的81.85%分彆降至38.49%、17.60%和-5.50%,併齣現亞硝痠鹽氮積纍現象.生物膜對氨氮去除效能的恢複較亞硝痠鹽氮快,分彆在第5天和第8天恢複;臭氧對生物膜的氧化作用導緻齣水總有機碳高于進水,運行6d之後生物膜恢複淨水效果.
채용은정운행적배상생물막반응기( biofilms annular reactor,BAR)모의원수장거리수수관도수질정화과정,연구취양대관벽생물막정수효능여생물정수공능회복적영향.결과표명:취양처리후생물막중이양균수량신속강저,안양화균체도100%멸활,취양재수중분해생성양기유리우생물막경신,사생물막신속회복.취양충격명현강저료생물막대안담적거제효과,취양자신적양화능력야사안담략유증가,취양질량농도위0.7、1.5、3.2 mg/L적반응기대안담거제솔유대조조적81.85%분별강지38.49%、17.60%화-5.50%,병출현아초산염담적루현상.생물막대안담거제효능적회복교아초산염담쾌,분별재제5천화제8천회복;취양대생물막적양화작용도치출수총유궤탄고우진수,운행6d지후생물막회복정수효과.
The influence and recovery of pipeline biofilm purification efficiency in closed aqueduct by pre-ozonation were studied by simulations with a BAR ( biofilms annular reactor ) and with addition of ozone. The results show that the amount of heterotrophic bacteria quickly reduces after ozonation and the inactivation ratio of ammonia oxidizing bacteria reaches 100%. Oxygen, produced by ozone decomposition, is conductive to biofilm update, so the biofilm is recovered quickly. Ammonia nitrogen degradation evidently reduces after ozone addition and, the oxidization ability of ozone leads to NH4+-N increasing. Removal efficiency drops from 81. 85% to 38. 49%, 17. 60% and -5. 50% respectively, as concentration of ozone is at 0. 7,1. 5 and 3. 2 mg/L. Moreover, significant nitrite nitrogen accumulation appears, and recovery of ammonia nitrogen removal is faster than that of nitrite nitrogen, which is recovered after 5 and 8 days respectively. Total organic carbon increases over inflow because oxidation caused by ozone, and water purification efficiency is recovered after 6 days.