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RFI - Attachment F - Engineering Report
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stormwater treatment refereed paper
Background
This field trial follows a previous research
project undertaken by the School of
Earth and Environmental Sciences,
James Cook University (JCU), as part of
a wider investigation into the impacts of
road runoff on the Kuranda Range Road
watershed, near Cairns (Munksgaard and
Lottermoser, 2008), which discharges
into the sensitive environment of Streets
Creek. JCU reported on the quality of
the watershed’s receiving waters, the
chemical characterisation of the road
runoff and the performance of the system
over four runoff events.
JCU found that the system “had a
high retention capacity for suspended
Figure 2. Schematic of the SYSTEM treatment train.
sediment and by implication particulate
metals”. Conversely, they reported that achieved substantial removal of protection on the steel components.
the “treatment train” had only a “modest Total Nitrogen (45%), Total Phosphorus Given the substantial removal of
retention capability for dissolved (filtered) (70%), Total Aluminium (71%), Total Nickel suspended solids, nutrients and total
metals”. In addition, JCU identified that (73%), Total Lead (60%) and Total Copper metals, it appears unlikely that the
the treatment train system was, in fact, (58%). On the other hand, it identified dissolved copper and zinc, observed
responsible for a significant net export of potential releases of Suspended Solids in the outflows, was associated with
zinc. On the basis of their data, nutrient under 500 microns, as well as dissolved a release of the under-500 micron
levels in the road runoff were low, and zinc and copper. sediment fraction.
do not constitute a water quality concern
at Streets Creek. However, they also One explanation for the above- It was largely to address these issues
reported significant retention of both TN mentioned releases is that they could and better understand the sources of
and TP. The JCU study, which, in their be related to the anaerobic conditions these copper and zinc releases that
own words “do[es] not constitute a full present in either the standing water Stormwater360 undertook a further field
evaluation of the EnviroPod/StormFilter within the wet-sump or, in the case of evaluation of the treatment train system,
treatment system”, found the system zinc, corrosion of the exposed galvanised which is the subject of this evaluation.
Table 1. Water quality analytical parameters.
Parameter Abbreviation Analytical Method* Units Limit of Reporting Analysed by
Electrical Conductivity EC APHA 2510B µS/cm 1 Cairns Water
pH pH APHA 4500-H+ - 0.1 Cairns Water
Suspended Solids above 500 micron sieve &
SS > 500 micron mg/L 1 Cairns Water
500 microns APHA 2540B
Volatile Suspended Solids 500 micron sieve &
SS Vol. > 500 micron mg/L 0.1% Dry Solids Cairns Water
above 500 microns APHA 2540E
Suspended Solids APHA 2540B; equiv.
SS < 500 micron mg/L 1 Cairns Water
below 500 microns ASTM D-3977-97
Volatile Suspended Solids
SS Vol. < 500 micron APHA 2540E mg/L 0.1% Dry Solids Cairns Water
below 500 microns
Suspended Solids SS Calculated mg/L - -
Volatile Suspended Solids SS Vol. Calculated mg/L - -
Total Phosphorus TP APHA 4500-P mg/L P 0.02 Cairns Water
Total Nitrogen TN APHA 4500-N mg/L N 0.05 Cairns Water
Total Kjeldahl Nitrogen TKN Calculated mg/L N - -
Ammonia Nitrogen
NH3-N APHA 4500-NH3 mg/L N 0.05 Cairns Water
(Ammonium Nitrogen)
Nitrate/Nitrite
NO3-/NO2--N APHA 4500-NO3 mg/L N 0.01 Cairns Water
(Total Oxidised Nitrogen)
Total Organic Carbon TOC APHA 5310-B mg/L 1 ALS
Dissolved Organic Carbon DOC APHA 5310-B mg/L 1 ALS
Particle Size Distribution
PSD Malvern Mastersizer S micron 0.05 QUT
(Laser Diffraction)
2 SEPTEMBER 2011 water technical features
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