Hydraulic Transients in the Long Diversion-Type Hydropower Station with a Complex Differential Surge Tank

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Operation conditions</td><td align="center">Maximum pressure of spiral case</td><td align="center">Maximum rotating speed rise</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Simultaneous load rejection</td><td align="center">367.7 m</td><td align="center">43.2%</td></tr><tr><td align="left">Successive load rejection</td><td align="center">402.1 m</td><td align="center">49.9%</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Comparisons between simultaneous and successive load rejection.

The Scientific World Journal

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Table 1

Table 1: Hydraulic Transients in the Long Diversion-Type Hydropower Station with a Complex Differential Surge Tank 