本文讨论了一项研究，以探讨膜处理对银行过滤水的适用性。进行了三次运行:常规处理地表水的纳滤；银行过滤水的纳滤；还有，地下水和河岸过滤水的混合物的纳滤。分析了以下参数:磁通损耗；拒绝溶解固体；TOC和UV254吸光度降低；运行后检查膜表面的无机沉积物；HPC（异养平板计数）和膜表面的磷脂；以及沉积在膜表面的有机物质类型（热解GC/MS）。实验是在快速试验台上使用Filmtec NF 70膜进行的- 规模膜测试系统RBSMT（Allgeier和Summers，1995年）和带有4“x40”模块的中试系统。基于这些参数，评估了纳滤处理河岸过滤水的性能，并以常规处理地表水的参考实验为基础对结果进行了比较。实验证明了不同预处理工艺对纳滤性能的影响。

This paper discusses a study done to investigate the applicability of membrane treatment on bank-filtered water. Three runs were carried out: nanofiltration of conventionally-treated surface water; nanofiltration of bank-filtered water; and, nanofiltration of a blend of groundwater and bank-filtered water. The following parameters were analyzed: flux loss; rejection of dissolved solids; reduction of TOC and UV254 absorbance; examination of the inorganic deposits on the membrane surface after the runs; HPC (heterotrophic plate counts) and phospholipids on the membrane surface; and, type of organic material deposited on the membrane surface (pyrolysis-GC/MS). The experiments were carried out using a Filmtec NF 70 membrane in the rapid bench-scale membrane test system RBSMT (Allgeier and Summers, 1995) and in a pilot system supplied with a 4"x40" module. Based on these parameters, the performance of nanofiltration in treating bank-filtered water was assessed, the reference experiments with conventionally-treated surface water were the basis for the comparison of the results. The experiments demonstrate the influence of different pretreatment processes on the performance of nanofiltration.