Modelling of River-Groundwater Interactions under Rainfall Events Based on a Modified Tank Model

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/5192473/figures/5192473.fig.007a.svgz" name="5192473.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>PWP in slope (left tank)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/5192473/figures/5192473.fig.007b.svgz" name="5192473.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>PWP in river (right tank)</td></tr></table>

<div>A comparison of nonincremental and incremental learning algorithms: (a) PWP in slope and (b) PWP in river.</div>

Geofluids

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Figure 7

Figure 7: Modelling of River-Groundwater Interactions under Rainfall Events Based on a Modified Tank Model 