Removal of Cryptosporidium from river water by crossflow microfiltration: A pilot-scale study

被引:9
作者
Drozd, C
Schwartzbrod, J
机构
关键词
crossflow microfiltration; Cryptosporidium; oocysts; viability; river water;
D O I
10.1016/S0273-1223(97)00291-6
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The major advantage of microfiltration in water treatment is the ability to clarify and decontaminate water in one step. A pilot tangential microfiltration system (a tubular ceramic membrane porosity 0.2 mu m, surface area 0.135m(2)) was tested for Cryptosporidium removal. Samples (2201) of artificially contaminated river water were filtered and a removal rate >4.3 log was obtained in nine tests. The viability of rejected oocysts was simultaneously conducted as it is important to be aware of the infectious potential of microfiltration concentrates produced and discharged into the environment. Oocyst viability was unaltered in the rejected concentrates after a normal filtration cycle. However, tie process of membrane unclogging by sequential washing with NaOH and HNO3 proved to significantly decrease the number of surviving oocysts in rejected water. Indeed, the washing solutions collecting with the filtration concentrates before disposal resulted in a significant decrease of the viability of oocysts measured by inclusion/exclusion of fluorogenic vital dyes (DAPI and PI). (C) 1997 IAWQ. Published by Elsevier Science Ltd.
引用
收藏
页码:391 / 395
页数:5
相关论文
共 6 条
[1]  
ADHAM SS, 1995, WORKSH SEP MICR WAT, P1
[2]  
ANSELME C, 1992, PERSPECTIVES EVOLUTI, V9, P403
[3]   Hydrophobic and electrostatic cell surface properties of Cryptosporidium parvum [J].
Drozd, C ;
Schwartzbrod, J .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1996, 62 (04) :1227-1232
[4]  
DROZD C, 1996, IN PRESS DETECTION C
[5]   SLOW SAND AND DIATOMACEOUS-EARTH FILTRATION OF CYSTS AND OTHER PARTICULATES [J].
SCHULER, PF ;
GHOSH, MM ;
GOPALAN, P .
WATER RESEARCH, 1991, 25 (08) :995-1005
[6]   REMOVAL OF CRYPTOSPORIDIUM BY SLOW SAND FILTRATION [J].
TIMMS, S ;
SLADE, JS ;
FRICKER, CR .
WATER SCIENCE AND TECHNOLOGY, 1995, 31 (5-6) :81-84