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Hydraulic loading, vegetation density and areal coverage, hydraulic efficiency and the characteristics of the target pollutants (eg. particle size distribution and contaminant speciationspecification) are considered to largely influence the differences in performance between the various treatment processes modelled under storm operating conditions. It is acknowledged that other processes associated with dry weather flow conditions (ie. inter-event periods) may not be completely described by such a unified approach. This is the subject of ongoing research by the CRCCH.

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Note: Refer to Selecting Appropriate k and C* Values for the USTM for advice on selecting appropriate parameter values for the USTM.