Current design procedures for Subsurface Flow (SSF) Wetlands are based
on the simplifying assumptions of plug flow and first order decay of
pollutants. These design procedures do yield functional wetlands but r
esult in over-design and inadequate descriptions of the pollutant remo
val mechanisms which occur within them. Even though these deficiencies
are often noted, few authors have attempted to improve modelling of e
ither flow or pollutant removal in such systems.Consequently the Oxley
Creek Wetland, a pilot scale SSF wetland designed to enable rigorous
monitoring, has recently been constructed in Brisbane, Australia. Trac
er studies have been carried out in order to determine the hydraulics
of this wetland prior to commissioning it with sealed sewage. The trac
er studies will continue during the wetland's commissioning and operat
ional phases. These studies will improve our understanding of the hydr
aulics of newly built SSF wetlands and the changes brought on by opera
tional factors such as biological films and wetland plant root structu
res. Results to date indicate that the flow through the gravel beds is
not uniform and cannot be adequately modelled by a single parameter,
plug flow with dispersion, model. We have developed a multiparameter m
odel, incorporating four plug flow reactors, which provides a better a
pproximation of our experimental data. With further development this m
odel will allow improvements to current SSF wetland design procedures
and operational strategies, and will underpin investigations into the
pollutant removal mechanisms at the Oxley Creek Wetland. (C) 1997 IAWQ
. Published by Elsevier Science Ltd.