Optimal Design of Diversion Piers of Lateral Intake Pumping Station Based on Orthogonal Test

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Schemes</td><td class="align_center" colspan="4">Diversion pier parameters</td></tr><tr class="thead"><td class="align_center">Length <i>l/m</i></td><td class="align_center">Width <i>b/m</i></td><td class="align_center">Radian <i>α/</i>°</td><td class="align_center">Relative height <i>h</i></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>L</i><sub>4</sub></td><td class="align_center">7</td><td class="align_center">1.0</td><td class="align_center">25</td><td class="align_center">1.0</td></tr><tr><td class="align_left"><i>L</i><sub>7</sub></td><td class="align_center">8</td><td class="align_center">0.8</td><td class="align_center">25</td><td class="align_center">0.4</td></tr><tr><td class="align_left"><i>L</i><sub>11</sub></td><td class="align_center">9</td><td class="align_center">0.8</td><td class="align_center">10</td><td class="align_center">0.6</td></tr><tr><td class="align_left"><i>L</i><sub>15</sub></td><td class="align_center">10</td><td class="align_center">0.8</td><td class="align_center">15</td><td class="align_center">1.0</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Typical calculation scheme of the numerical model.</div>

Shock and Vibration

tab5

Table 5

Table 5: Optimal Design of Diversion Piers of Lateral Intake Pumping Station Based on Orthogonal Test 