鄂尔多斯盆地的三维可视化及其应用

地形三维可视化作为测绘行业的一项新技术正处于蓬勃发展阶段。本文以鄂尔多斯盆地为例，着重介绍了基于ARCGIS9．0的三维可视化建库、实现过程，并指出其在矿产勘探中的具体应用。     

Geospatial analysis of a coastal sand dune field evolution: Jockey's Ridge, North Carolina

Preservation and effective management of highly dynamic coastal features located in areas under development pressures requires in-depth understanding of their evolution. Modern geospatial technologies such as lidar, real time kinematic GPS, and three-dimensional GIS provide tools for efficient acquisition of high resolution data, geospatial analysis, feature extraction, and quantification of change. These techniques were applied to the Jockey's Ridge, North Carolina, the largest active dune field on the east coast of the United States, with the goal to quantify its deflation and rapid horizontal migration. Digitized contours, photogrammetric, lidar and GPS point data were used to compute a multitemporal elevation model of the dune field capturing its evolution for the period of 1974– 2004. In addition, peak elevation data were available for 1915 and 1953. Analysis revealed possible rapid growth of the dune complex between 1915–1953, followed by a slower rate of deflation that continues today. The main dune peak grew from 20.1 m in 1915 to 41.8 m in 1953 and has since eroded to 21.9 m in 2004. Two of the smaller peaks within the dune complex have recently gained elevation, approaching the current height of the main dune. Steady annual rate of main peak elevation loss since 1953 suggests that increase in the number of visitors after the park was established in 1974 had little effect on the rate of dune deflation. Horizontal dune migration of 3–6 m/yr in southerly direction has carried the sand out of the park boundaries and threatened several houses. As a result, the south dune section was removed and the sand was placed at the northern end of the park to serve as a potential source. Sand fencing has been an effective management strategy for both slowing the dune migration and forcing growth in dune elevation. Understanding the causes of the current movements can point to potential solutions and suggest new perspectives on management of the dune as a tourist attraction and as a recreation site, while preserving its unique geomorphic character and dynamic behavior.     

砾石单元法与SPH耦合模型在数值波浪水槽中的应用研究

为研究以流体粒子描述波浪运动,以固体单元描述砾石运动的两相介质大变形运动,在港口、海岸工程科学研究中具有重要意义。本文提出砾石单元法(GEM),介绍了光滑粒子动力学方法 (SPH)和GEM的基本原理,阐述了GEM与离散单元法(DEM)的异同之处,说明了采用SPH方法与GEM构建波浪砾石耦合运动数学模型的方法和过程。应用SPH方法建立数值波浪水槽,用GEM模拟波浪作用下堆积砾石的滚落、坍塌变形,构建了SPH方法与GEM耦合数学模型。模拟了水槽造波和波浪生成过程和波浪作用下砾石的滚落、坍塌变形,并与物理模型试验成果进行了比较,结果基本吻合。本文提出的GEM法具有模拟单相堆积砾石运动和堆积砾石与流体粒子耦合多相介质运动的功能,是对DEM法的补充和改善。本文提出的堆积力学球概念和拟序排列求解方法是砾石单元法的重要组成部分。     

A PCSWMM/GIS-based water balance model for the Reesor Creek watershed

This paper presents the results of a study of a watershed experiencing the pressures of land-use change resulting from urban development. The study was undertaken to facilitate an understanding of the water balance of the watershed by developing and implementing watershed procedures that are to be addressed in a watershed plan. There were three components to the research: firstly, observation of the effects of spatially distributed rainfall measurements and their effect on modelling were assessed. Secondly, the model was then calibrated by observing how differing techniques can discretize both the landscape (e.g. land-use and soil type) and incoming precipitation. Finally, a modelling methodology was developed to integrate a Geographic Information System and a hydrologic model (e.g. Storm Water Management Model) in a water balance analysis on a watershed basis. Results show that, under certain conditions, kriging spatially distributed rainfall values can help predict rainfall at ungauged (virtual) sites. Discretization of a watershed was found to affect the differences between measured and generated runoff volumes; however, this can be refined with calibration. It was seen that a strong correlation between measured and predicted rainfall values did not always guarantee a strong relationship between measured and generated runoff Recommendations include the use of a longer time series of rainfall, streamflow and predicted rainfall to observe temporal variations, and the need to assess the differences in modelled rainfall values generated by various surface interpolation methods (e.g. Inverse Distance Weighting and other kriging options) currently available in GIS packages.     

基于Global Mapper的DEM检查方法

Global Mapper是一款地图绘制软件。本文结合辽宁省测绘局1∶10000 DEM制作项目,阐述了利用Global Mapper软件对DEM最终成果进行质量检查的具体检查方法。     

煤层顶底板DEM二维光照渲染制图方法

煤层顶底板等高线图是煤矿企业用于生产决策的一种常用图纸,这种图的直观性较差,难以阅读。参照Tanaka明暗等值线图的方法提出一种基于二维显示的煤层底板DEM的光照渲染制图方法。该方法通过假定光源所处的位置,并计算DEM的三角面片的法向,进而求得三角面片的亮度,然后以填充绘制的方式将所有三角形以二维的方式绘制出来。这种方法具有显示效率高、编程简单、易于图层叠加、效果较Tanaka法逼真等优势。     

机载LiDAR技术支持下的荒漠地区1:10 000地形图测绘与研究——以内蒙古阿拉善地区为例

尝试应用机载LiDAR技术测绘1：10 000比例尺地形图3D（DLG、DEM、DOM）产品,给出了机载LiDAR测绘3D产品的技术流程,并选择荒漠地区作为试验区,验证了此种技术方法在荒漠地区测绘3D产品的可行性,分析了成果精度。试验证明,该方法可以满足荒漠区域的1：10 000比例尺3D基础数据生产要求,且具有外业工作量小、自动化程度高、成图快、高程精度高、受外界环境影响小等优点,同时也总结了该方法中有待完善之处。该方法为荒漠地区3D基础测绘数据获取提供了有益借鉴。     

兰州市2000年污染源分担率分布特征分析

利用 2 0 0 0年兰州市城区 1km 1km网络化污染源的调查资料 ,对每一网格内影响该市的大气污染源排放量进行了分担率计算 ,结果表明 :兰州城区污染物排放量分担率呈“区域”状连片分布 ,分担率分布广 ,影响范围大 ,从整体看 ,分担率分布出现了 3个中心 ,分别出现在西固电厂南部、城关区铁路局和七里河西站一带 ,与地形走向 ,人口密度分布相一致。     

Exploring the sensitivity of coastal inundation modelling to DEM vertical error

As sea level is projected to rise throughout the twenty-first century due to climate change, there is a need to ensure that sea level rise (SLR) models accurately and defensibly represent future flood inundation levels to allow for effective coastal zone management. Digital elevation models (DEMs) are integral to SLR modelling, but are subject to error, including in their vertical resolution. Error in DEMs leads to uncertainty in the output of SLR inundation models, which if not considered, may result in poor coastal management decisions. However, DEM error is not usually described in detail by DEM suppliers; commonly only the RMSE is reported. This research explores the impact of stated vertical error in delineating zones of inundation in two locations along the Devon, United Kingdom, coastline (Exe and Otter Estuaries). We explore the consequences of needing to make assumptions about the distribution of error in the absence of detailed error data using a 1 m, publically available composite DEM with a maximum RMSE of 0.15 m, typical of recent LiDAR-derived DEMs. We compare uncertainty using two methods (i) the NOAA inundation uncertainty mapping method which assumes a normal distribution of error and (ii) a hydrologically correct bathtub method where the DEM is uniformly perturbed between the upper and lower bounds of a 95% linear error in 500 Monte Carlo Simulations (HBM+MCS). The NOAA method produced a broader zone of uncertainty (an increase of 134.9% on the HBM+MCS method), which is particularly evident in the flatter topography of the upper estuaries. The HBM+MCS method generates a narrower band of uncertainty for these flatter areas, but very similar extents where shorelines are steeper. The differences in inundation extents produced by the methods relate to a number of underpinning assumptions, and particularly, how the stated RMSE is interpreted and used to represent error in a practical sense. Unlike the NOAA method, the HBM+MCS model is computationally intensive, depending on the areas under consideration and the number of iterations. We therefore used the HBM+ MCS method to derive a regression relationship between elevation and inundation probability for the Exe Estuary. We then apply this to the adjacent Otter Estuary and show that it can defensibly reproduce zones of inundation uncertainty, avoiding the computationally intensive step of the HBM+MCS. The equation-derived zone of uncertainty was 112.1% larger than the HBM+MCS method, compared to the NOAA method which produced an uncertain area 423.9% larger. Each approach has advantages and disadvantages and requires value judgements to be made. Their use underscores the need for transparency in assumptions and communications of outputs. We urge DEM publishers to move beyond provision of a generalised RMSE and provide more detailed estimates of spatial error and complete metadata, including locations of ground control points and associated land cover.     

正射影像辅助下的LiDAR点云构建DEM方法

提出了结合两类数据的DEM生成方法,该方法先将原始LiDAR点云自动滤波得出粗略地面点,经数据抽稀后提取地面关键点点集,再利用航迹文件和相机文件进行空三加密生成数字正射影像.在此基础上将粗分类点云与正射影像匹配,在少量人工干预下,对点云进行二次分类获得精确地面点点集,构建DEM.实验结果表明该方法是可行和有效的.