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水利水电工程建设中的库岸滑坡灾害屡有发生,灾害所造成的损失也是不可估量的。在基本假定的基础上,以动力平衡方程和圣维南方程为基础对坡体的滑动速度和滑坡涌浪高度进行推导并应用于实际工程案例中,同时根据所推公式计算出的结果在很大程度上可以反映该库岸稳定性的基本情况,并给类似工程建设提供一个很好的参考和评价依据;对于库岸滑坡体,在满足假定条件的前提下,计算出滑坡的变形速度和过程,就可以得出涌浪过程,然后进一步对库岸的安全性做进一步的评价。
Landslides and landslides in the construction of water conservancy and hydropower projects have frequently occurred, and losses caused by disasters are also immeasurable. Based on the basic assumptions, the sliding velocities and landslide heights of slopes are deduced based on the dynamic balance equation and Shengweinan equation, and applied to practical engineering cases. At the same time, the calculated results are very good To a large extent, reflect the basic conditions of the stability of the bank and provide a good reference and evaluation basis for similar projects; for landslide bodies in the bank, under the premise of meeting the assumptions, the deformation speed of the landslide and Process, you can come to the surge process, and then further on the safety of banks to do further evaluation.