城市建设理论研究（电子版）
城市建設理論研究（電子版）
성시건설이론연구（전자판）
ChengShi Jianshe LiLun Yan Jiu
2015年
4期
826-827
,共2页
付春明%巴如虎%张惠懿%刘圆圆
付春明%巴如虎%張惠懿%劉圓圓
부춘명%파여호%장혜의%류원원
微滤膜%中空纤维膜%低浊
微濾膜%中空纖維膜%低濁
미려막%중공섬유막%저탁
microfiltration membrane%hol ow fiber membrane%low turbidity
以天津某水厂配水井内的滦河水作为低浊原水，建立了淹没式中孔纤维帘式膜（孔径0.2μm）的微滤膜实验装置。结果表明，微滤膜装置在试验期间，出水浊度<1NTU，出水细菌、氨氮、CODMn及TOC的平均去除率分别为85.5%，43.4%，27.5%，8.6%，氨氮的平均去除率为43.4%，优于同期常规水处理，同时加入一定量的混凝剂对氨氮和有机物的去除有一定的改善效果。
以天津某水廠配水井內的灤河水作為低濁原水，建立瞭淹沒式中孔纖維簾式膜（孔徑0.2μm）的微濾膜實驗裝置。結果錶明，微濾膜裝置在試驗期間，齣水濁度<1NTU，齣水細菌、氨氮、CODMn及TOC的平均去除率分彆為85.5%，43.4%，27.5%，8.6%，氨氮的平均去除率為43.4%，優于同期常規水處理，同時加入一定量的混凝劑對氨氮和有機物的去除有一定的改善效果。
이천진모수엄배수정내적란하수작위저탁원수，건립료엄몰식중공섬유렴식막（공경0.2μm）적미려막실험장치。결과표명，미려막장치재시험기간，출수탁도<1NTU，출수세균、안담、CODMn급TOC적평균거제솔분별위85.5%，43.4%，27.5%，8.6%，안담적평균거제솔위43.4%，우우동기상규수처리，동시가입일정량적혼응제대안담화유궤물적거제유일정적개선효과。
In order to Tianjin Waterworks of match wel in the Luanhe River water as raw water with low turbidity, established a curtain type film hole fiber submerged in (pore size 0.2 u m microfiltration experiment device. The results show that, the microfiltration membrane device during the test, the turbidity of effluent<1NTU, effluent bacteria, ammonia nitrogen, CODMn and the average removal rate of TOC were 85.5%, 43.4%, 27.5%, 8.6%, the average removal rate of ammonia is 43.4%, better than conventional water treatment, while adding a certain amount of coagulant on ammonia nitrogen and organic matter removal some of the improvement effect.
