
Figure 1
Sampling sites of sea water (sea-side resorts - Gdynia, Sopot, Gdansk), estuarine water (Swibno - the Vistula River mouth) and river water (Kiezmark - the Vistula River mouth cross-section)
Table 1
Environmental material collected and analyzed within the present study
| Station | Water type | Year | Samples (N) | Analysis |
|---|---|---|---|---|
| Kiezmark (the Vistula River mouth cross-section) | riverine | 2002-2006 | 120 | SPM |
| Kiezmark (the Vistula River) | riverine | 2014 (April-December) | 9 9 | SPM, PCPspm PCPdiss |
| Swibno (the Vistula River mouth) | estuarine | 2014 (March-December) | 10 10 | SPM, PCPspm PCPdiss |
| Gdansk (the Gulf of Gdansk) | marine | 2014 (March-December) | 10 10 | SPM, PCPspm PCPdiss |
| Sopot | 2014 | 10 | SPM, PCPspm | |
| (the Gulf of Gdansk) | marine | (March-December) | 10 | PCPdiss |
| Gdynia | 2014 | 10 | SPM, PCPspm | |
| (the Gulf of Gdansk) | marine | (March-December) | 10 | PCPdiss |
| Total | SPM= 170 PCPspm= 50 PCPdiss= 50 | |||

Figure 2
Relationship between the SPM load (kg) and the mean water flow rate (m3 s-1) in the Vistula River at the Kiezmark station (river mouth cross-section) during the period of 2002-2006 and 2014
Table 2
Statistical parameters describing the data on PCP concentration (PCPdiss, PCPspm) in river, estuarine and sea water
| Unit | N | Median | Minimum | Maximum | |
|---|---|---|---|---|---|
| RIVERINE | |||||
| PCPdiss | ng dm-3 | 9 | 53.13 | 15.67 | 120.45 |
| PCPspm | μg g-1 d.w. | 9 | 12.85 | 3.20 | 27.01 |
| ESTUARINE | |||||
| PCPdiss | ng dm-3 | 10 | 55.09 | 23.43 | 94.21 |
| PCPspm | μg g-1dw. | 10 | 16.40 | 13.52 | 25.61 |
| MARINE | |||||
| PCPdiss | ng dm-3 | 30 | 28.98 | 12.85 | 62.36 |
| PCPdiss | μg g-1dw. | 30 | 17.35 | 8.58 | 37.76 |

Figure 3
Relationship between PCPspm (μg g-1 d.w.) and the mean water flow rate (Q), (m3 s-1) in the Vistula River at the Kiezmark station (river mouth cross-section) in 2014
Table 3
Spearman rank correlation test for verification of correlation between the particulate phase of PCP (PCPspm) and the mean water flow rate in the Vistula River in 2014
| Unit | PCPspm (μg g-1 d.w.) | Water flow rate (Q) (m3 s-1) | |
|---|---|---|---|
| PCPspm | μg g-1 d.w. | 1.000000 | -0.616667 |
| Water flow rate (Q) | m3 s-1 | -0.616667 | 1.000000 |

Figure 4
Seasonal variability in PCPspm and PCPdiss concentrations at selected sampling stations in 2014
Table 4
Spearman rank correlation test for the assessment of selected parameters and their effect on the partition of PCP into dissolved and particulate phases (statistically significant p<0.05 marked in red)
| Parameter | PCPdiss (ng dm-3) | PCPspm (μg g-1 d.w.) | S (PSU) | pH |
|---|---|---|---|---|
| PCPdiss(ng dm-3) | 1.000000 | 0.127301 | -0.478481 | 0.575308 |
| PCP (μg g-1 d.w.) | 0.127301 | 1.000000 | 0.185959 | 0.099283 |
| S (PSU) | 0.575308 | 0.185959 | 1.000000 | -0.492416 |
| pH | -0.492416 | 0.099283 | 0.147645 | 1.000000 |
Table 5
Calculated values of the dilution factor (DF) for PCP in the sampled surface waters with respect to the EC (2001) environmental quality standard (EQS) for the assessment of environmental risk
| Water type | ΣPCPdiss /PCPspm | EQS value | DF |
|---|---|---|---|
| riverine | 336.69 | 100 | 3.37 |
| marine | 237.46 | 100 | 2.37 |