Seepage Analysis of a Multilayer Waste Slope considering the Spatial and Temporal Domains of Permeability

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Scheme</td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">4</td><td class="align_center">5</td><td class="align_center">7</td><td class="align_center">8</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Leachate level (m)</td><td class="align_center">24.584</td><td class="align_center">24.048</td><td class="align_center">20.269</td><td class="align_center">20.153</td><td class="align_center">24.943</td><td class="align_center">24.053</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Leachate levels of all schemes (<i>t</i> = 480 h).</div>

Advances in Civil Engineering

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Table 4

Table 4: Seepage Analysis of a Multilayer Waste Slope considering the Spatial and Temporal Domains of Permeability 