Table 4.
Summary of scenarios used in the AEM3D model.
| Scenario/Description | Inflows to the Reservoir | Catchment Area (km2) | Inflow to the Reservoir in the Simulated Period (m3 s−1) | ||
|---|---|---|---|---|---|
| Average | Minimum | Maximum | |||
| S0 Current drainage area (reduced in relation to the natural one) | Main inflow | 8.45 | 0.075 | 0.055 | 0.423 |
| 3 small southern streams | 9.39 | 0.102 | 0.076 | 0.581 | |
| Scenario 0 | 17.84 | 0.177 | 0.131 | 1.004 | |
| S1 Is the scenario 0 and additional transfer of water excess from the Rów S1 (Ditch S1) above the minimum flow (baseflow 0.216 m3 s−1) | Upper Gostynia River | 61.18 | 0.207 | 0 | 3.893 |
| Scenario 1 | 77.84 | 0.384 | 0.131 | 4.897 | |
| S2 the scenario 1 and additional transfer of water from the Potok Żwakowski stream | Potok Żwakowski stream | 18.83 | 0.134 | 0.123 | 0.483 |
| Scenario 2 | 96.67 | 0.517 | 0.254 | 5.193 | |
| Climate scenario 1 | Scenario 0 | 17.84 | 0.175 | 0.131 | 0.946 |
| Climate scenario 2 | Scenario 0 | 17.84 | 0.179 | 0.131 | 0.977 |
| Map of catchment areas for scenarios |
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