McConnell L K, Sims R C, Barnett B B
Appl Environ Microbiol. 1984 Oct;48(4):818-25. doi: 10.1128/aem.48.4.818-825.1984.
Laboratory column studies were conducted at the Utah Water Research Laboratory, Logan, Utah, to evaluate reovirus removal from drinking water supplies by slow-rate sand filtration (SSF). Columns, constructed to simulate a full-scale SSF field operation, were inoculated with reovirus at ca. 1,000-times-greater concentrations than those typically found in domestic sewage. Reovirus removal and inactivation were investigated as functions of filter maturity and other filter sand characteristics. Reovirus removal studies demonstrated that the SSF process is capable of reducing reovirus in influent water by a minimum of 4 log concentration units under certain conditions of water quality, flow rate, and sand bed construction. Infectious reovirus was not detected in effluent samples from any of the sand beds studied, after inoculation of the SSF columns; therefore, removal efficiencies were not affected significantly by characteristics, including age, of the two filter sands evaluated. Studies conducted with radioactively labeled reovirus demonstrated that reovirus removed from influent water was distributed throughout the entire length of the filter beds. Concentrations of reovirus in the filter sands decreased with increasing bed depth. The greatest removal occurred in the top few centimeters of all sand beds. No infectious reovirus could be detected in clean or mature sand bed media, indicating that reoviruses were inactivated in the filter.
在犹他州洛根市的犹他水研究实验室开展了实验室柱试验,以评估通过慢滤砂过滤(SSF)去除饮用水供应中的呼肠孤病毒。构建了模拟全尺寸SSF现场运行的柱体,以大约比生活污水中通常发现的浓度高1000倍的浓度接种呼肠孤病毒。研究了呼肠孤病毒的去除和灭活与滤池成熟度及其他滤砂特性的关系。呼肠孤病毒去除研究表明,在水质、流速和砂床结构的某些条件下,SSF工艺能够将进水水中的呼肠孤病毒浓度至少降低4个对数浓度单位。在接种SSF柱体后,在所研究的任何砂床的出水样品中均未检测到有感染性的呼肠孤病毒;因此,评估的两种滤砂的特性(包括使用年限)对去除效率没有显著影响。对放射性标记的呼肠孤病毒进行的研究表明,从进水中去除的呼肠孤病毒分布在滤床的整个长度上。滤砂中呼肠孤病毒的浓度随床深增加而降低。所有砂床最上面几厘米处的去除效果最佳。在清洁或成熟的砂床介质中未检测到有感染性的呼肠孤病毒,表明呼肠孤病毒在滤池中被灭活。