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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。
Abstract: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.
[1]Petley D N,Mantovani F,Bulmer M H,et al.The Use ofSurface Monitoring Data for the Interpretation of LandslideMovement Patterns[J].Geomorphology,2005,66(1):133-147
[2]Lateltin O,Haemmig C,Raetzo H,et al.Landslide RiskManagement in Switzerland[J].Landslides,2005,2(4):313-320
[3]Xie 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
[4]Tacher 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
[5]Corominas 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
[7]Geist 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
[8]Risio 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
[9]潘家铮.建筑物的抗滑稳定和滑坡分析[M].北京:水利出版社,1980
[10]Fritz H M,Hager W H,Minor H E.Landslide GeneratedImpulse Waves 2:Hydrodynamic Impact Craters[J].Experimentsin Fluids,2003,35(6):520-532
[11]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
[12]李未,王如云,张长宽.滑坡涌浪的产生与传播波形分析与计算[J].水科学进展,2004,15(1):45-49
[13]宁德志.快速多极子边界元方法在完全非线性水波问题中的应用[D].大连:大连理工大学,2005
[14]祝文化,田金华,池秀文,等.IDL支持下的滑坡可视化方法研究[J].武汉理工大学学报,2004,26(8):55-56
[15]韩培友.IDL可视化分析与应用[M].西安:西北工业大学出版社,2006
[16]吕秋灵,张俊霞.三维地形可视化及其实时显示方法[J].河海大学学报:自然科学版,2002,30(4):85-87
[17]汪洋,殷坤龙.水库库岸滑坡速度及其涌浪灾害研究[D].武汉:中国地质大学,2005
[18]Fredlund D G,Xing A,Fredlund M D,et al.The Relationshipof the Unsaturated Soil Shear Strength Function to the SoilWater Characteristic Curve[J].Canadian Geotechnical Journal,1995,32:440-448
[19]张文杰,詹良通,凌道盛,等,水位升降对库区非饱和土质岸坡稳定性的影响[J].浙江大学学报:工学版,2006,40(8):1365-1 370
基本信息:
中图分类号:P642.22
引用信息:
[1]梁欣,安如,张发明,等.库岸滑坡地质灾害三维演变动态显示方法[J].地理空间信息,2013,11(02):10-14+8.
基金信息:
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)