1D and 2D Numerical Modeling for Solving Dam-Break Flow Problems Using Finite Volume Method

<table>Increasing accuracy by decreasing the grid size to <svg height="10.825" id="M90" style="vertical-align:-0.11285pt" version="1.1" viewbox="0 0 47.212502 10.825" width="47.212502" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,10.825)">
<g transform="translate(72,-63.34)">
<text transform="matrix(1,0,0,-1,-71.95,63.5)">
<tspan style="font-size: 12.50px; " x="0" y="0">Δ</tspan>
<tspan style="font-size: 12.50px; " x="9.0271664" y="0">𝑥</tspan>
<tspan style="font-size: 12.50px; " x="19.367147" y="0">=</tspan>
<tspan style="font-size: 12.50px; " x="31.407536" y="0">2</tspan>
</text>
</g>
</g>
</svg> m.</table>

Journal of Applied Mathematics

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Figure 2

Figure 2: 1D and 2D Numerical Modeling for Solving Dam-Break Flow Problems Using Finite Volume Method 