Estimation of Hydraulic Properties in Permeable Pavement Subjected to Clogging Simulation

<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 class="align_left" rowspan="2">Specimens</td><td class="align_center" colspan="4">Constant parameters</td></tr><tr class="thead"><td class="align_center"><i>A</i><sub>1</sub></td><td class="align_center"><i>A</i><sub>2</sub></td><td class="align_center"><i>A</i><sub>3</sub></td><td class="align_center"><i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">PUPM 8-H</td><td class="align_center">0.156</td><td class="align_center">0.3</td><td class="align_center">0.13</td><td class="align_center">0.99</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Constant parameters of the modified KCM models in terms of the clogging for PUPM 8-H.</div>

Advances in Civil Engineering

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Table 2

Table 2: Estimation of Hydraulic Properties in Permeable Pavement Subjected to Clogging Simulation 