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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="left" rowspan="2">
                  Area</td><td align="center" colspan="4">Dimensions</td></tr><tr class="thead"><td align="center">Width of dam crest </td><td align="center">Width of dam bottom </td><td align="center">Height of dam</td><td align="center">Slope of downstream surface</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">Dam body</td><td align="center">15 m</td><td align="center">124 m</td><td align="center">185 m</td><td align="center">0.75</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab2

Table 2

Table 2: Derivation Method for the Foundation Boundaries of Hydraulic Numerical Simulation Models Based on the Elastic Boussinesq Solution 