Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam)

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Position no.</td><td class="align_center">Distance from the heel of the core (m)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">0</td></tr><tr><td class="align_left">2</td><td class="align_center">5</td></tr><tr><td class="align_left">3</td><td class="align_center">10</td></tr><tr><td class="align_left">4</td><td class="align_center">15</td></tr><tr><td class="align_left">5</td><td class="align_center">20</td></tr><tr><td class="align_left">6</td><td class="align_center">25</td></tr><tr><td class="align_left">7</td><td class="align_center">30</td></tr><tr><td class="align_left">8</td><td class="align_center">36</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Different positions of the cutoff wall (considering the length of 10 meters of the cutoff wall).</div>

Advances in Civil Engineering

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Table 6

Table 6: Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam) 

Table 6 | Reduction of Seepage Risks by Investigation into Different Lengths and Positions for Cutoff Wall and Horizontal Drainage (Case Study: Sattarkhan Dam) 