三维数字景观中场景图的组织与绘制

介绍了场景图的基本概念、场景图的作用和场景图的生成,讨论了应用软件设计模式的思想,实现数码城市的三维数字景观中场景图的组织和绘制技术。     

数字城市3维景观仿真技术探讨

根据作者的具体实践指出了数字城市3维景观仿真具有信息交互性、分布性、实时浏览和景观再现以及景观真实性等功能特性，从数字城市3维景观仿真的数据获取、数据管理和数据处理以及地理实体到3维景观的转换等方面分析了实现数字城市3维景观仿真的技术思路，并对数字城市3维景观仿真建立工程中的一些关键技术，如景观背景变换、3维对象信息查询、天气效果的实现以及地形构建等进行了探讨。     

A COM-based Framework for Management, Analysis and Visualization of Large Scope Digital Elevation Models

This paper presents a component object model (COM) based framework for managing, analyzing and visualizing massive multi-scale digital elevation models (DEMs). The framework consists of a data manage-ment component (DMC), which is based on RDBMS/ORDBMS, a data a-nalysis component (DAC) and a data render component (DRC). DMC can manage massive multi-scale data ex-pressed at various reference frames within a pyramid database and can support fast access to data at variable resolution. DAC integrates many use-ful applied analytic functions whose re-sults can be overlaid with the 3D scene rendered by DRC. DRC provides view-dependent data paging with the sup-port of the underlying DMC and or-ganizes the potential visible data at dif-ferent levels into rendering.     

GIS中DEM产品精度的分析和评价

从视觉上和统计上，对3个目前国内主流的GIS软件的DEM产品作了精度分析，给出了其DEM的精度评价结果，对实际生产有一定的参考价值，有助于对软件的DEM产品质量形成一定的认识。     

城市地下管线的测绘及数据管理

介绍城市地下管网从野外采集数据到内业成图一体化作业过程,并同步建立管网信息库、地理信息库,实现GIS平台上对管网的科学管理。     

数码相机可量测化的研制

普通数码相机在图像获取方面有着很多优势，但它是非量测化相机，不能用普通数字摄影测量方法对其数字图像进行处理。针对这一情况，本文进行了数码相机的可量测化研制，并将其投入实际应用。实际应用的结果证明研制工作是成功的。     

基于数码相机的孔群定位与数控钻孔

提出基于数码相机摄像、螺孔影像中心定位、多站摄像、自检校光束法平差、螺孔群的一次定位以及数控钻孔的一整套新生产流程。强调在摄像测量中以像素为单位表示像方所有量(包括像点坐标、内方位元素和各类畸变)的可行性，而且此种措施简化了非方形像素间隔的检校。     

上海城市三维景观模型的制作

通过实践分析了城市三维建模技术的现状，并提出了在数字城市建设中城市三维建模的要点以及今后的研究方向。     

数字工程建设与空间信息产业化

从当前数字工程建设的现状与需求出发，论述了数字工程的概念和技术特点，指出数字工程的技术创新和应用拓展将会进一步推动空间信息产业化。     

Digital photogrammetry as a tool in analogue modelling: applications to volcano instability

Three techniques of digital photogrammetry have been applied successfully to laboratory analogue models to study surface displacements caused by various volcano deformation types. Firstly, side-perspective videos are used to differentiate profile displacements between cryptodome intrusion models and models deforming by ductile inner-core viscous flow. Both models show similar morphologic features including a bulged flank and an asymmetric upper graben. However, differences in displacement trajectories of the bulge crest reflect upward intrusion push contrasting with essentially downward displacement vectors of weak core models. The other two techniques use vertical views correlated automatically either as time-sequence monoscopic views or as coeval stereoscopic pairs. This exploits to a maximum the method’s potential by imaging surface displacements over the whole model. Successive monoscopic photograms, because they suffer only moderate numerical processing for topographic effect removal, can detect very small displacements occurring early in deformation processes. As illustrated by analysis of intrusion models, the monoscopic method allows prediction of fault locations and main displacement locations. It can also anticipate the principal strain directions, and separate different deformation stages. On the other hand, the stereo-photogrammetry technique, although more complicated, provides topography and volume changes, as well as pictures of surface displacements in three dimensions. Results are presented for the spreading of volcano models on a ductile substratum and viscous cored cones. We have found digital photogrammetry to be a useful tool for analogue modelling, because it provides quantitative data on surface displacements, including movement invisible to the eye, as well as topographic changes. It is a good method for investigating and comparing different deformation mechanisms. It is especially useful for interpretation of displacement patterns obtained from monitoring of natural active volcanoes. In fact, results of the methods used in the laboratory can be directly compared with field data from geodetic or photogrammetric surveys, as at Mount St. Helens in 1980.