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Research articles

Development of passive sampling devices for bioavailable contaminants of current and emerging concern: Waitemata Harbour case study

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Pages 526-548 | Received 30 Sep 2015, Accepted 30 Mar 2016, Published online: 13 Jul 2016

Figures & data

Figure 1. Sites selected for PSD assessment. Tamaki Estuary is a heavily urbanised and industrial catchment, Upper Harbour is partly urbanised and partly rural catchment and Illiomama Rock is a background site more removed from urban influences.

Figure 1. Sites selected for PSD assessment. Tamaki Estuary is a heavily urbanised and industrial catchment, Upper Harbour is partly urbanised and partly rural catchment and Illiomama Rock is a background site more removed from urban influences.

Table 1. Physicochemical properties of hydrophobic contaminants analysed from polyethylene samplers.

Table 2. Comparison of calculated mean and median sampling rates (RS) for wastewater chemicals analysed in POCIS samplers with log KOW.

Figure 2. Calculated average (n = 3) PAH water concentrations from polyethylene samplers at three sites in the Waitemata Harbour. Error bars are ±1 SD about the mean. Inset: naphthalene, acenaphthene and acenaphthylene.

Figure 2. Calculated average (n = 3) PAH water concentrations from polyethylene samplers at three sites in the Waitemata Harbour. Error bars are ±1 SD about the mean. Inset: naphthalene, acenaphthene and acenaphthylene.

Figure 3. Calculated average (n = 3) water concentrations for BDE congeners above detection limits from polyethylene samplers at three sites in the Waitemata Harbour. Error bars are ±1 SD about the mean. Inset: BDE-209.

Figure 3. Calculated average (n = 3) water concentrations for BDE congeners above detection limits from polyethylene samplers at three sites in the Waitemata Harbour. Error bars are ±1 SD about the mean. Inset: BDE-209.

Figure 4. Calculated average (n = 3) water concentrations of wastewater markers from POCIS at three sites from the Waitemata Harbour. Error bars are ±1 SD about the mean.

Figure 4. Calculated average (n = 3) water concentrations of wastewater markers from POCIS at three sites from the Waitemata Harbour. Error bars are ±1 SD about the mean.

Figure 5. Calculated average (n = 3) labile zinc, copper, iron, nickel and cadmium water concentrations at three sites from Waitemata Harbour. Error bars are ±1 SD about the mean.

Figure 5. Calculated average (n = 3) labile zinc, copper, iron, nickel and cadmium water concentrations at three sites from Waitemata Harbour. Error bars are ±1 SD about the mean.

Figure 6. Comparison of mussel and PED uptake of PAHs. PAHs have been sorted (left to right) by decreasing hydrophilicity.

Figure 6. Comparison of mussel and PED uptake of PAHs. PAHs have been sorted (left to right) by decreasing hydrophilicity.

Figure 7. Correlations between shellfish metal concentrations (2010–2013: median) and calculated labile water concentrations for three study sites in the Waitemata Harbour.

Figure 7. Correlations between shellfish metal concentrations (2010–2013: median) and calculated labile water concentrations for three study sites in the Waitemata Harbour.
Supplemental material

Dataset S1. Pictures of each PSD type on retrieval and summary of analytical methodology used for measurement of contaminants.

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