A Meshless WCSPH Boundary Treatment for Open-Channel Flow over Small-Scale Rough Bed

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Gauge number, <i>G</i><sub><i>n</i></sub> (−)</td><td class="align_center">WG1</td><td class="align_center">WG2</td><td class="align_center">WG3</td><td class="align_center">WG4</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Water elevation, <i>H</i><sub>wg</sub> (m)</td><td class="align_center">0.05004</td><td class="align_center">0.05002</td><td class="align_center">0.04997</td><td class="align_center">0.05003</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Numerical water elevation for a specific current velocity of 0.312 m/s.</div>

Mathematical Problems in Engineering

tab1

Table 1

Table 1: A Meshless WCSPH Boundary Treatment for Open-Channel Flow over Small-Scale Rough Bed 