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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td align="left">Operation conditions</td><td align="center">Maximum pressure difference on breast wall</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Simultaneous load rejection</td><td align="center">29.2 m</td></tr><tr><td align="left">Combination conditions without PROs</td><td align="center">50.9 m</td></tr><tr><td align="left">Combination conditions with PROs</td><td align="center">31.9 m</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Maximum pressure difference on breast wall under different conditions.

The Scientific World Journal

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Table 2

Table 2: Hydraulic Transients in the Long Diversion-Type Hydropower Station with a Complex Differential Surge Tank 