Hydraulic and purification behaviors and their interactions during wastewater treatment in soil infiltration systems

被引:152
作者
Van Cuyk, S [1 ]
Siegrist, R [1 ]
Logan, A [1 ]
Masson, S [1 ]
Fischer, E [1 ]
Figueroa, L [1 ]
机构
[1] Colorado Sch Mines, Golden, CO 80401 USA
基金
美国国家科学基金会;
关键词
soil-aquifer treatment; soil clogging; pathogens; virus; nutrients;
D O I
10.1016/S0043-1354(00)00349-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Four three-dimensional lysimeters were established in a pilot laboratory with the same medium sand and either an aggregate-laden (AL) or aggregate-free (AF) infiltration surface and a 60- or 90-cm soil vadose zone depth to ground water. During 48 weeks of operation, each lysimeter was dosed 4 rimes daily with septic tank effluent (STE) at 5 cm/d (AL) or 8.4 cm/d (AF). Weekly monitoring was done to characterize the STE, percolate flow and composition, and water content distributions within the lysimeters. Bromide tracer tests were completed at weeks 0, 8, and 45 and during the latter two times, ice nucleating active (INA) bacteria and MS-2 and PRD-1 bacteriophages were used as bacterial and viral surrogates. After 48 weeks, soil cores were collected and analyzed for chemical and microbial properties. The observations made during this study revealed a dynamic, interactive behavior for hydraulic and purification processes that were similar for all four lysimeters. Media utilization and bromide retention times increased during the first two months of operation with the median bromide breakthrough exceeding one day at start-up and increasing to two days or more. Purification processes were gradually established over four months or longer, after which there were high removal efficiencies (>90%) for organic constituents, microorganisms, and virus, but only limited removal of nutrients. Soil core analyses revealed high biogeochemical activity within the infiltrative zone from 0 to 15 cm depth. All four lysimeters exhibited comparable behavior and there were no significant differences in performance attributable to infiltrative surface character or soil depth. It is speculated that the comparable performance is due to a similar and sufficient degree of soil clogging genesis coupled with bioprocesses that effectively purified the wastewater effluent given the adequate retention times and high volumetric utilization's of the sand media. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:953 / 964
页数:12
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