Zhang Yu, Li Deying, Chen Lixia, Yin Kunlong, Xiao Lili, Fu Xiaolin, Glade Thomas, Leo Chin
Faculty of Engineering, China University of Geosciences, Wuhan 430074, China.
Institute of Geophysics and Geomatics, China University of Geosciences, Wuhan 430074, China.
Data Brief. 2019 Dec 14;28:104938. doi: 10.1016/j.dib.2019.104938. eCollection 2020 Feb.
The data article provided time series of water surface elevation and wave parameters of landslide generated impulse waves affected by reservoir geometry. Two types of generalized reservoir geometries were investigated by the numerical method of Tsunami Squares-converging reservoir geometries and diverging reservoir geometries. 14 numerical reservoir models with expansion angle of 0°, 5°, 10°, 15°, 20°, 25° and 30° were performed. Time series of water surface elevation at the propagation distance of 2 km for the converging and diverging reservoir models were obtained from 70 numerical wave gauges, which allows to analyse the effect of reservoir geometries on wave characteristics generated by landslide. The wave profiles of section C at different propagation distance were also investigated in order to improve the understanding of wave characteristics at different positions. Furthermore, wave parameters (wave height, wave amplitude and wave trough) of different propagation distance for all reservoir geometries were present in the article. These data were used in Zhang et al., 2019 [1].
该数据文章提供了受水库几何形状影响的滑坡产生的冲击波波面高程和波浪参数的时间序列。通过海啸方格数值方法研究了两种类型的广义水库几何形状——收敛型水库几何形状和发散型水库几何形状。进行了14个扩张角为0°、5°、10°、15°、20°、25°和30°的数值水库模型试验。从70个数值测波仪获取了收敛型和发散型水库模型在传播距离2公里处的波面高程时间序列,这有助于分析水库几何形状对滑坡产生的波浪特性的影响。还研究了不同传播距离处C剖面的波浪剖面,以加深对不同位置波浪特性的理解。此外,文章还给出了所有水库几何形状在不同传播距离处的波浪参数(波高、波幅和波谷)。这些数据被用于Zhang等人2019年的研究[1]。