期刊文献+

库岸滑坡地质灾害三维演变动态显示方法 被引量:2

Method of Dynamic Evolution Process Display for Reservoir Landslide Geological Disaster in 3D Scene
下载PDF
导出
摘要 以澜沧江糯扎渡水电站某大型滑坡为例,在数值分析计算的基础上,运用集大规模数据运算和可视化为一体的IDL语言研究并实现了三维场景中滑坡滑落、滑坡入水激起涌浪以及涌浪传播3个过程的动态集成显示方法。首先,对数据更新部分进行数据提取以及分离运算,以此降低数据更新的难度;其次,将三维滑坡场景细分成地形、滑坡体和河道水面3个对象,以提高每一个部分的可控制性;最后,将滑坡滑落过程、滑坡入水激起涌浪过程以及涌浪的传播过程集成为一个动态整体,再现了滑坡地质灾害演变过程。结果表明,整个滑坡动态演变过程之间衔接平稳,各对象数据操作简便,对象的可控制性高,整体稳定性好。 Taking one typical huge landslide in Nuozhadu hydropower station in Lantsang as example,on the basis of data analysis and practical operations,dynamic and integrated display methodology for the process of landslide sliding,water swelling when the slide falls into water and the waves spreading in 3D scene by IDL programming language was developed and completed.This approach integrated the ability of massive data calculation and visualization.First,the operation of extraction and separation for the data updated were completed,which would reduce the difficulties in updating the data.Second,the 3D scene was divided into three models:terrain,landslide and river.And each model would be controlled much better.Last but not least,integrating the process of landslide sliding,water swelling when the slide falls into water and the waves spreading into a dynamic entirety was realized,and the evolution process of landslides was redisplayed.The results show that each model of the whole dynamic evolution process connects well,and the data operation for each model is simple and controllability is good.So,all above proves that the method developed in this paper is effective for dynamic evolution process display for reservoir landslide geological disaster in 3D scene.
出处 《地理空间信息》 2013年第2期10-14,8,共5页 Geospatial Information
基金 国家973计划资助项目(2009CB421105) "十一五"国家科技支撑计划资助项目(2006BAC08B00)
关键词 库岸滑坡 动态衔接 数组运算 面向对象制图 IDL reservoir landslide,dynamic link,array operations,graphics based on object-oriented,IDL
  • 相关文献

参考文献15

  • 1赵建辉.地图投影在《新疆资源经济地图集》中的设计[J].地理空间信息,2012,10(2):161-162. 被引量:3
  • 2Lateltin O,Haemmig C,Raetzo H,et al.Landslide RiskManagement in Switzerland[J].Landslides,2005,2(4):313-320.
  • 3Xie M,Esaki T,Zhou G Y.Geographic Informationsystems-based Three-dimensional Critical Slope Stability Analysis andLandslide Hazard Assessment[J].Journal of Geotechnical andGeoenvironmental Engineering,2003,129(12):110-118.
  • 4Tacher L,Bonnard C,Laloui L,et al.Modelling the Behaviourof a Large Landslide with Respect to Hydrogeological andGeomechanical Parameter Heterogeneity[J].Landslides,2005,2(1):3-14.
  • 5Corominas J,Santacana N.Stability Analysis of the VallcebreTranslational Slide,Eastern Pyrenees(Spain)by Means of aGIS[J].Natural Hazards,2003,30(3):473-485.
  • 6殷坤龙,姜清辉,汪洋.新滩滑坡运动全过程的非连续变形分析与仿真模拟[J].岩石力学与工程学报,2002,21(7):959-962. 被引量:42
  • 7Geist E L,Jakob M,Wieczorek G F,et al.Preliminary Assessmentof Landslide-induced Wave Hazards,Tidal Inlet,Glacier BayNational Park,Alaska[R].Department of the Interior and USGeological Survey,2003.
  • 8Risio M,Girolamo P,Bellotti G,et al.Three-dimensionalExperiments on Landslide Generated Waves at a Sloping Coast[J].Coastal Engineering,2009,56(5):659-671.
  • 9Fritz H M,Hager W H,Minor H E.Landslide GeneratedImpulse Waves 2:Hydrodynamic Impact Craters[J].Experimentsin Fluids,2003,35(6):520-532.
  • 10周剑华.水库滑坡涌浪灾害的数值研究[J].长江科学院院报,2003,20(2):7-9. 被引量:11

二级参考文献46

共引文献137

同被引文献6

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部