Flood Risk Zoning by Using 2D Hydrodynamic Modeling: A Case Study in Jinan City

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/5659197/figures/5659197.fig.002a.svgz" name="5659197.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The simulated water depth hydrograph for 2015-08-03 rainfall event</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/5659197/figures/5659197.fig.002b.svgz" name="5659197.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The simulated water depth hydrograph for 2013-07-23 rainfall event</td></tr></table>

<div>Hydrograph of water depth at the road station for historical rainfall events.</div>

Mathematical Problems in Engineering

fig2

Figure 2

Figure 2: Flood Risk Zoning by Using 2D Hydrodynamic Modeling: A Case Study in Jinan City 