A Mathematical Model for Forecasting the Dam-Break Flood Routing Process of a Landslide Dam

<table>Simulated results of the flow routing process along the downstream river channel under different values of the width coefficient <svg height="16.3125" id="M145" style="vertical-align:-3.276pt" version="1.1" viewbox="0 0 15.0125 16.3125" width="15.0125" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,12.162)"><use xlink:href="#x1D458"></use></g>
<g transform="matrix(.012,-0,0,-.012,8.612,16.25)"><use xlink:href="#x31"></use></g>
</svg> (with the depth coefficient <svg height="16.3125" id="M146" style="vertical-align:-3.276pt" version="1.1" viewbox="0 0 15.0125 16.3125" width="15.0125" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,12.162)"><use xlink:href="#x1D458"></use></g>
<g transform="matrix(.012,-0,0,-.012,8.612,16.25)"><use xlink:href="#x32"></use></g>
</svg> held constant at 0.5). </table>

Mathematical Problems in Engineering

fig7

Figure 7

Figure 7: A Mathematical Model for Forecasting the Dam-Break Flood Routing Process of a Landslide Dam 