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NEPAL EARTHQUAKE 4D-IMADAS 2015 FOR RECONSTRUCTION INITIATIVE - FROM REMOTE SENSING TO 3D REMOTE MODELING

机译:尼泊尔4D地震-用于重建计划-从遥感到3D远程建模

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Having learned from Kobe Earthquake (1995) and East Japan Earthquake (2011), future solutions are proposed on satellite image photogrammetry, 4D- Image Map Archive and satellite surveying. Now studying worldwide agendas, like Cadastre2014, Land Administration Domain Model Standard and Social Tenure Domain Model and German AAA Land Information System, we prepare for reconstruction plans, using 4D Image Map Archive Designed Aerial Survey (IMADAS) technology. Nepal Earthquake 4D Image Map Archive on CAD-globe, as the basis of land information, is to be prepared with map images, satellite images and 3D-CAD maps on damaged reality and historical reality in the unified World Geodetic Datum system and map projections. 1 second GNSS geodetic network adjustment forecasts the earthquake deformation of monitoring points and determines parcel points in real time 3D mapping for reconstruction projects, with lcm accuracy on the ground, combined with drone photogrammetry to be utilized by local engineers for reconstruction. Now we propose 3D Remote modeling from satellite to ground, evolved from Remote Sensing, using the state of the art technology: photogrammetry.
机译:在从神户地震(1995年)和东日本地震(2011年)中吸取教训后,提出了有关卫星图像摄影测量,4D图像地图存档和卫星测量的未来解决方案。现在,我们正在研究全球议程,例如Cadastre2014,土地管理领域模型标准和社会使用权领域模型以及德国AAA土地信息系统,我们使用4D图像地图档案设计的航空勘测(IMADAS)技术为重建计划做准备。将使用CAD-globe上的尼泊尔地震4D影像地图存档作为土地信息的基础,并将其与统一的世界大地基准系统和地图投影中的受损现实和历史现实相关的地图图像,卫星图像和3D-CAD地图一起准备。 1秒钟的GNSS大地测量网络调整可预测监测点的地震变形并实时为重建项目确定3D映射中的地块,地面精度为1cm,并结合无人机摄影测量技术,以供当地工程师进行重建。现在,我们建议使用最先进的技术:摄影测量技术,从遥感技术发展到从卫星到地面的3D远程建模。

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