Derivation Method for the Foundation Boundaries of Hydraulic Numerical Simulation Models Based on the Elastic Boussinesq Solution

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                  Area</td><td align="center" colspan="3">Dimensions</td></tr><tr class="thead"><td align="center">Width of upstream </td><td align="center">Width of upstream </td><td align="center">Depth of foundation</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">Foundation</td><td align="center">185 m</td><td align="center">185 m</td><td align="center">740 m</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 3

Table 3: Derivation Method for the Foundation Boundaries of Hydraulic Numerical Simulation Models Based on the Elastic Boussinesq Solution 