Research Article
Dynamic Safety Assessment in Nonlinear Hydropower Generation Systems
Table 1
Head level information of an existing HGS.
| | Parameters of the HGS | Values |
| | Normal water level of upstream reservoir | 1300 m | | Designed flood level of upstream reservoir | 1300.53 m | | Check flood level of upstream reservoir | 1301.56 m | | Dead water level of upstream reservoir | 1280 m | | Designed flood level in tailrace outlet | 1152.85 m | | Check flood level in tailrace outlet | 1155.52 m |
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