S. Van Cuyk et al., Hydraulic and purification behaviors and their interactions during wastewater treatment in soil infiltration systems, WATER RES, 35(4), 2001, pp. 953-964
Four three-dimensional lysimeters were established in a pilot laboratory wi
th the same medium sand and either an aggregate-laden (AL) or aggregate-fre
e (AF) infiltration surface and a 60- or 90-cm soil vadose zone depth to gr
ound 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). Week
ly monitoring was done to characterize the STE, percolate flow and composit
ion, 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 wer
e used as bacterial and viral surrogates. After 48 weeks, soil cores were c
ollected and analyzed for chemical and microbial properties. The observatio
ns made during this study revealed a dynamic, interactive behavior for hydr
aulic and purification processes that were similar for all four lysimeters.
Media utilization and bromide retention times increased during the first t
wo months of operation with the median bromide breakthrough exceeding one d
ay at start-up and increasing to two days or more. Purification processes w
ere gradually established over four months or longer, after which there wer
e high removal efficiencies (>90%) for organic constituents, microorganisms
, and virus, but only limited removal of nutrients. Soil core analyses reve
aled 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 sur
face character or soil depth. It is speculated that the comparable performa
nce is due to a similar and sufficient degree of soil clogging genesis coup
led with bioprocesses that effectively purified the wastewater effluent giv
en the adequate retention times and high volumetric utilization's of the sa
nd media. (C) 2001 Elsevier Science Ltd. All rights reserved.