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

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="241868.fig.007a" src="https://static.hindawi.com/articles/tswj/volume-2014/241868/figures/241868.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>
                Water level in surge tank versus time</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="241868.fig.007b" src="https://static.hindawi.com/articles/tswj/volume-2014/241868/figures/241868.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>
                 Discharge through PROs versus time</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="241868.fig.007c" src="https://static.hindawi.com/articles/tswj/volume-2014/241868/figures/241868.fig.007c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>
                 Water level difference on breast wall versus time</td></tr></table></td></tr></table>

<table>Numerical results of simultaneous load rejection after load acceptance with PROs on breast wall.</table>

The Scientific World Journal

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Figure 7

Figure 7: Hydraulic Transients in the Long Diversion-Type Hydropower Station with a Complex Differential Surge Tank 