航测数字化成图系统中子系统的研究

本文介绍了航测数字化成图系统中成图子系统的研制情况及相关技术问题。     

基于3维全景地图的重大环境风险源管理系统构建研究

从环境风险源的可视化管理和应急辅助决策出发,提出了基于3维全景地图的环境风险源管理系统的技术架构,研究了3维全景地图数据的建设过程,并基于3维全景技术实现了环境风险源的全面管控,其研究成果对于其他省市环境风险源的日常监管、应急处置等具有较好的参考价值。     

电子地图多尺度显示中“放大镜”效果的实现

"放大镜"效果是电子地图多尺度表达的形式之一,能够以更多的细节显示某个或某几个重点,而其他区域则以较少的细节表示。"放大镜"效果的实现需要从数学基础、数据组织、显示调度等多方面进行改造,针对上述几方面讨论了"放大镜"效果的实现方式,并进行了实验论证。     

Seismicity and seismic hazard mapping of northern Algeria: Map of Maximum Calculated Intensities (MCI)

An earthquake catalogue covering the period1716–2000, comprising 2430 events, has beencompiled for the region lying between3°W-9°E and 31°N-38°N. It results fromraw data of IGN, ISC, USGS and Algeriansources, enabling an input consisting oforigin time H, geographical coordinates(longitude and latitude) and at least one of thefollowing parameters: surface wavemagnitude Ms, body wave magnitude Mb,epicentral intensities Io. Empiricalrelations permit transformations of Mb andMs into Io. The output consists in H,, , Ms, Mb, Io, and focal depth h whichis fixed to 10 km. The number ofevents falls to 1458 characterised by Ms 3.3 and Mb 3.6, or Io III. The fixed depth is suggested by thebest documented Algerian macroseismic mapsthat also lead to an empirical intensityattenuation law. A first application ofthis catalogue allows the drawing up of anupdated Seismicity and a MaximalCalculated Intensities (MCI) Maps ofAlgeria. The MCI map is obtained by usingthe empirical attenuation law: theintensities inferred by the whole eventsconstituting the catalogue are computed atnodes of a 5×5-km grid covering the area ofstudy. The corresponding maximum value isassigned to each node. The MCI map producedthat way gives precise spatial informationin comparison with Maximum ObservedIntensities (MOI) maps obtained in previousmacroseismic studies. This document may beuseful in mapping the seismic hazard inNorthern Algeria, without attachingprobabilities to ground-motionparameters.     

UX5无人机不同航高的精度分析

无人机数字航测系统以其快速、灵活、精度高的特点逐渐取代传统的航空摄影测量。本文对UX5无人机数字航测系统在不同航高下测量成果的精度进行分析,寻求精度和效率的平衡点,对工程实际应用提出可行方案。     

一种改进的单目视觉桥梁挠度非接触测量方法

本文在现有单目视觉测量方法基础上,提出了一种相机真实俯仰角计算算法,结合图像快速相关匹配与定位算法,可完成桥梁挠度的快速精确测量。通过精度验证试验和挠度对比测试试验,得到了相应的结果,结果表明：①不考虑目标点真实俯仰角变化的测量方法在距离视场中心较远的位置测量结果中误差较大;②单目视觉方法测量结果与角钢作竖直向下的刚体位移保持一致;③单目视觉方法与GPS测量的挠度曲线变化趋势和测量数值基本一致。试验验证了本文方法的可行性及准确性,可为今后基于数字图像相关方法的土木工程变形测量技术研究提供参考。     

Range imaging: a new method for high‐resolution topographic measurements in small‐ and medium‐scale field sites

Topographic measurements are essential for the study of earth surface processes. Three‐dimensional data have been conventionally obtained through terrestrial laser scanning or photogrammetric methods. However, particularly in steep and rough terrain, high‐resolution field measurements remain challenging and often require new creative approaches. In this paper, range imaging is evaluated as an alternative method for obtaining surface data in such complex environments. Range imaging is an emerging time‐of‐flight technology, using phase shift measurements on a multi‐pixel sensor to generate a distance image of a surface. Its suitability for field measurements has yet not been tested. We found ambient light and surface reflectivity to be the main factors affecting error in distance measurements. Low‐reflectivity surfaces and strong illumination contrasts under direct exposure to sunlight lead to noisy distance measurements. However, regardless of lighting conditions, the accuracy of range imaging was markedly improved by averaging multiple images of the same scene. For medium ambient lighting (shade) and a light‐coloured surface the measurement uncertainty was approximately 9 mm. To further test the suitability of range imaging for field applications we measured a reach of a steep mountain stream with a horizontal resolution of approximately 1 cm (in the focal plane of the camera), allowing for the interpolation of a digital elevation model on a 2 cm grid. Comparison with an elevation model obtained from terrestrial laser scanning for the same site revealed that both models show similar degrees of topographic detail. Despite limitations in measurement range and accuracy, particularly at bright ambient lighting, range imaging offers three‐dimensional data in real time and video mode without the need of post‐processing. Therefore, range imaging is a useful complement or alternative to existing methods for high‐resolution measurements in small‐ to medium‐scale field sites. Copyright © 2012 John Wiley & Sons, Ltd.     

“数字成都”地理空间框架数据生产及关键技术探讨

"数字城市"地理空间框架建设的重点是通过对地理信息数据的整合,在共享与交换平台的基础上,为公共管理与社会公众提供服务。其中,数据建设是地理空间框架建设的基础。通过介绍"数字成都"地理空间框架项目中地理实体与电子地图的生产流程,并探讨了生产过程中存在的关键技术,对其他城市开展地理空间框架数据建设具有借鉴意义。     

青藏高原东北缘断层活动变形的模拟研究

分析和讨论了位错理论模型的发展历史和应用领域，采用走滑和倾滑位错理论模型对青藏高原东北缘的多组断层活动产生的三维形变场进行了数值模拟研究，并将数值模拟结果与该地区1999～2001年间的GPS观测结果进行了对比分析。得出了甘青块体顺时针转动等一些较重要的结论和认识。     

姿态修正技术在黄河河口测验中的应用

为了解决黄河三角洲附近海区测验中测船姿态对单波束数字测深数据的影响,本文利用姿态传感器对测船的姿态进行了有效改正。试验结果表明,姿态修正技术对数字测深仪瞬时水深进行改正后,其测深结果与传统的人工水深曲线改正后成果比较,中误差为0.089 m,试验段面0 m线以下面积相差不超过0.22%,符合国家规范要求,提高了海区测验中测深成果的精度,为数字技术在海区测量的应用提供了技术保证。