首页|基于实景三维模型的地质灾害隐患识别——以广东省上坪镇为例

基于实景三维模型的地质灾害隐患识别——以广东省上坪镇为例

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为了打破地质灾害中高位隐蔽性隐患发现难的局限,查清复杂地形下突发地质灾害的特点,实现地质灾害隐患点的精准识别.本研究以广东省连平县上坪镇为研究区域,基于无人机倾斜摄影测量技术构建高精度实景三维模型,生成点云、数字高程模型等衍生数据,在真三维环境中结合山体阴影进行隐患点识别,并结合实地调查对典型灾点的特征信息进行分析.结果表明:本研究识别的隐患点与现地验证情况一致,正确率达 100%;共识别出隐患点23处(滑坡14 处、崩塌9处),灾害密度约 4处/km2.本研究通过集成"空地联动""点面体协同""二三维一体"的方法,将立体灾害点搬进数字空间,实现了隐蔽性点位和调查盲区的全覆盖,对灾害预警和风险防控具有重要意义.
Identification of hidden geological hazards based on real-scene 3D models:A case study of Shangping town,Guangdong Province
To overcome the limitations associated with identifying concealed hazards at higher altitudes and discern the distinctive characteristics of sudden geological hazards within intricate terrains,it is imperative to achieve precise identification of potential geological hazard sites.Additionally,this study aims to develop an efficient and accurate method for hazard identification and address the limitations of blind areas or unknown sites by finding effective ways to avoid them.Furthermore,it seeks to gain a better understanding of the characteristics of typical potential geological hazards and provide robust data support for disaster early warning,risk prevention,and control.A case study was carried out in Shangping Town,Lianping County,Guangdong Province.This study utilized UAV oblique photogrammetry technology to construct a series of high-resolution(2~3 cm)three-dimensional(3D)models using ContextCapture Center software within eight groups of GPU clusters.Aerotriangulation procedures were also completed simultaneously.Subsequently,point clouds,digital surface models(DSMs),and other derived data were generated step by step from these 3D models.For landslides located mainly in areas with little vegetation coverage,where landslide bodies and deformation cracks are clearly visible.Pieced DSMs derived from 3D models were mosaicked together using ArcGIS software,followed by generating hillshaded maps based on the mosaicked DSMs.Finally,EarthSurvey software was used in combination with the 3D models and hillshaded maps to delineate landslide ranges.As for collapses that are difficult to confirm solely relying on DSM and real-scene models regarding their scope and characteristics,this study adopted Feima UAV manager's smart point cloud plate,which separated vegetation points from ground points,thereby eliminating surface vegetation interference.DEMs were then interpolated based on the ground point cloud,followed by generating corresponding hillshaded maps based on these DEMs.In Comparison to the DSM that does not account for vegetation interference,the utilization of DEMs and hillshaded maps enables a more accurate depiction of collapse shape and occurrence range.Following all necessary steps,potential geological hazards were identified using EarthSurvey software.Furthermore,field surveys were conducted to analyze the characteristics of typical geological hazards within 50 meters from villages.The identified potential geological hazards in this study align with on-site verification,achieving a 100%accuracy rate.A total of 23 potential geological hazards(14 landslides and 9 collapses)were identified,resulting in an approximate density of 4 points per square kilometer.This study integrated methods such as"air-ground linkage","two-three-dimensional integration",and"point-area-volume collaboration"to digitally represent three-dimensional geological hazards while significantly improving identification accuracy for those located in blind spots or higher elevations within mountains.The proposed methods and obtained results hold great significance for disaster early warning systems,risk prevention,and risk control.

real-scene three dimensional modelgeological hazardsUAV Oblique photogrammetryrecognition of potential geo-hazardsGuangdong Province

周阳阳、孙中瑞、陈斌、徐锋良、张青峰

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核工业二九〇研究所测绘与遥感信息中心,韶关 512029

广东省环境保护核辐射追踪研究重点实验室,韶关 512029

广东省放射性生态环境保护工程技术研究中心,韶关 512029

西北农林科技大学 资源环境学院,杨凌 712100

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实景三维 地质灾害 无人机倾斜摄影测量 隐患识别 广东省

中核集团核工业二九〇研究所科研创新项目国家留学基金委项目

202004201906300098

2024

地理信息世界
中国地理信息产业协会 黑龙江测绘地理信息局

地理信息世界

CSTPCD
影响因子:0.826
ISSN:1672-1586
年,卷(期):2024.31(1)
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