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1.
不借助地面控制点的DEM匹配差异探测算法是多时相DEM分析的最新发展方向。现有的算法大多把DEM表面差异作为粗差进行处理,算法性能得到了较大的提高,但忽略了对DEM匹配模型多维粗差的可发现和可定位能力进行分析,而这是DEM差异探测算法的理论基础。本文采用测量误差和可靠性理论中的判断矩阵法,通过理论分析和模拟试验验证了对于实际DEM而言,LZD模型具备多维粗差发现和定位能力。基于LZD模型的DEM差异探测算法能够正确地探测表面变形,这就完善了DEM差异探测研究的理论基础。  相似文献   

2.
用ANUDEM建立水文地貌关系正确DEM的方法研究   总被引:4,自引:0,他引:4  
针对区域尺度的径流、水土流失定量评价和植被适宜性评价等研究工作需要,利用1∶25万数字地形图和ANUDEM软件,对黄土丘陵区中等分辨率水文地貌关系正确DEM建立方法进行了研究。结果表明该方法所建立的DEM,可以正确反映地貌梁、沟结构及其与流水线网络的关系,对地形描述的能力优于TIN方法建立的DEM;利用ANUDEM和1∶25万地形图插值建立黄土丘陵区DEM的三个主要参数分别为分辨率50或100,计算迭代次数40,第二糙率系数0.8。  相似文献   

3.
引入改进Snake模型的黄土地形沟沿线连接算法   总被引:1,自引:0,他引:1  
提出了一种利用坡面汇流改进的Snake模型实现黄土地貌沟沿线栅格点自动连接的新方法.该方法基于高分辨率DEM数据,利用正负地形边界处坡度转折特征,识别沟沿线点,进而用坡面汇流方向场改进了Snake模型中的梯度矢量流场,指引分水线缓冲曲线向沟沿线点蠕移,达到有序连接沟沿线点从而实现正、负地形的自动分割的目的.对比实验结果表明,该方法所识别的黄土沟沿线较好地逼近真实的地形特征.  相似文献   

4.
生产方式、资料精度、生产人员素质都会影响DEM数据的最终质量。本文结合多年的DEM数据质量检查工作,从检查内容出发,结合检查方法探讨DEM的质量控制。并在此基础上给出了ArcGIS平台下的检查方法,提出了适合程序实现的高程异常值探测新方法,有助于提高DEM数据质量检查的效率,对生产单位在DEM数据生产过程中避免出现一些技术问题有一定的借鉴作用。  相似文献   

5.
粗差作为影响精度的重要因素,其存在会造成DEM空间上的严重扭曲,有时能导致DEM及其产品严重失真,甚至完全不能使用。本文在对现有的粗差探测算法分析的基础上,提出了一种新型的适用于离散形式DEM粗差探测算法,并采用实测的ZX铁路线DEM数据对该算法进行检验,试验结果证实,新算法对不规则DEM粗差的探测有效实用。  相似文献   

6.
粗差的存在会造成数字高程模型(DEM)空间上的严重扭曲,有时能导致DEM及其产品严重失真,因此有必要对DEM的粗差进行探测和修正。针对目前格网DEM粗差探测算法的局限性,提出基于坡度RMSE与3维可视化联合的格网DEM粗差探测与剔除方法。采用坡度法,获取所有可疑点,然后对可疑点在一定范围内建立3维可视化模型,进行交互式探测与剔除,并通过实验来验证该方法的有效性和可行性。  相似文献   

7.
由栅格等高线快速建立DEM的新方法—CSE法   总被引:1,自引:1,他引:1  
介绍了一种由高线版图通过图像处理,准确、高效地建立DEM的新方法-CSE(color substitute elevation,颜色规换高程)法。在分析其算法精度的基础上,说明该方法相对于传统DEM建立方法的特点。  相似文献   

8.
基于分形的DEM精度评估   总被引:12,自引:2,他引:12  
分析讨论了DEM精度评估的主要研究内容、影响DEM精度的主要因素、基于等高线数据的DEM内插算法以及精度评估的模型和方法。提出了一种基于分形分析的DEM精度评估模型,为DEM精度的科学评估提供了一种新思路和新方法。  相似文献   

9.
在AutoCAD中实现高程信息的快速提取   总被引:6,自引:0,他引:6  
在AutoCAD环境下利用VBA技术实现DWG图形中离散高程点和高程注记的快速匹配提取。提取的数据可以用来重新展绘高程注记,也可以被其他软件用来建立数字高程模型(DEM)。  相似文献   

10.
规则格网DEM数据结构简单,易于存储,因而针对于它设计的粗差探测算法成果丰富,较为常用的有基于坡度信息算法以及基于参数统计方法。本文在现有算法的基础上,将主成分分析法应用到DEM粗差定位中,充分考虑DEM数据空间相关的特性,使粗差检测更为准确可靠。本文采用实测的ZX铁路线DEM数据对该算法进行检验,从试验结果可以得知,新算法不仅适用于生产者,也可面向最终用户。  相似文献   

11.
This article presents a complete mathematical model, which translates discrepancies between two orthophotographs created from different photographs, into precise corrections of the Digital Elevation Model (DEM). These corrections are the differences from the real surface and, if applied over the existing DEM, can produce a more accurate one. The mathematical model is straightforward, and is not approximate, and therefore there is no need for iterations.
Possible applications include checking of automatically created DEMs, refinement of existing DEMs using aerial photographs and update of orthophotographs based on the previous DEM and new imagery.  相似文献   

12.
Accuracy assessment of GDEM,SRTM, and DLR-SRTM in Northeastern China   总被引:1,自引:0,他引:1  
This paper compares the accuracy of Advanced Spaceborne Thermal Emission and Reflection Radiometer (ASTER) Global Digital Elevation Model (GDEM), Shuttle Radar Topography Mission (SRTM) C-band and German Aerospace Centre (DLR)-SRTM X-band digital elevation models (DEMs) with the Ziyuan 3 (ZY-3) stereoscopic DEM and ground control points (GCPs). To date, the horizontal error of these DEMs has received little attention in accuracy assessments. Using the ZY-3 DEM as reference, this study examines (1) the horizontal offset between the three DEMs and the reference DEM using the normalised cross-correlation method, (2) the vertical accuracy of those DEMs using kinematic GPS data and (3) the relationship between the three DEMs and the reference ZY-3 DEM. The results show that the SRTM and DLR-SRTM have greater vertical accuracy after applying horizontal offset correction, whereas the vertical accuracy of the ASTER GDEM is less than the other two DEMs. These methods and results can be useful for researchers who use DEMs for various applications.  相似文献   

13.
一种交互式DEM粗差检测方法   总被引:1,自引:0,他引:1  
无论用何种方式建立数字高程模型(DEM),都需要有效的粗差检测(质量控制)。本文从数字影像处理的原理出发,将DEM转换成影像,并对其进行影像处理,从而对DEM中的粗差点(亦即DEM影像中的特征点)进行自动定位或消除。整个程序采用菜单及窗口环境设计,用户操作十分方便。试验结果证实了其有效性。  相似文献   

14.
Although accuracy of digital elevation models (DEMs) can be quantified and measured in different ways, each is influenced by three main factors: terrain character, sampling strategy and interpolation method. These parameters, and their interaction, are discussed. The generation of DEMs from digitised contours is emphasised because this is the major source of DEMs, particularly within member countries of OEEPE. Such DEMs often exhibit unwelcome artifacts, depending on the interpolation method employed. The origin and magnitude of these effects and how they can be reduced to improve the accuracy of the DEMs are also discussed.  相似文献   

15.
Digital elevation models (DEMs) are commonly constructed using two main types of regular grids: plane square grids and spheroidal equal angular grids. Methods and algorithms intended for plane square‐gridded DEMs should not be directly applied to spheroidal equal angular DEMs. This is because these grids have fundamentally different geometry. However, some researchers continue to apply square‐grid algorithms to spheroidal equal angular DEMs. It seems appropriate to consider once again the specifity of morphometric treatment of spheroidal equal angular DEMs. This article, first, demonstrates possibilities of direct calculation of local, nonlocal, and combined morphometric variables from spheroidal equal angular DEMs exemplified by slope gradient, catchment area, and topographic index. Second, the article shows computational errors when algorithms for plane square‐gridded DEMs are unreasonably applied to spheroidal equal angular DEMs. The study is exemplified by two DEMs. A medium‐resolution DEM of a relatively small, high‐mountainous area (Mount Elbrus) was extracted from the SRTM1 DEM. A low‐resolution DEM of a vast region with the diverse topography (the central and western regions of Kenya) was extracted from the SRTM30_PLUS DEM. The results show that application of square‐grid methods to spheroidal equal angular DEMs leads to substantial computational errors in models of morphometric variables.  相似文献   

16.
INSAR技术是最有潜力获取高精度DEM的手段之一。在其关键技术中,基线估计是影响最终DEM精度的一个关键因素。通常,较小的基线估计误差将会导致获取的DEM中存在较大的斜坡效应。但是,对于境外等难以获取地面控制点的区域,很难精确地估计出基线参数,从而使获取的DEM误差很大。针对这种情况,从INSAR的基本原理入手,提出了一种新的利用平地干涉相位进行初始基线估计的方法。利用1994年美国NASA航天飞机SIR-C/X-SAR数据和中国科学院电子所机载双天线干涉数据进行了实验,结果表明:该方法适用于无控制地区的基线估计,它无需地面控制点,并且估计出的基线参数比较精确。  相似文献   

17.
黄土丘陵沟壑第三副区水文地貌关系正确DEM的建立与评价   总被引:1,自引:0,他引:1  
本文以黄土丘陵沟壑第三副区的藉河流域为研究区,利用ANUDEM软件和1:5万地形图研究了水文地貌关系正确DEM的建立方法,从派生等高线与原始数字化等高线对比等方面对建立的DEM进行了质量评价。并且与传统TIN方法建立的不同水平分辨率的DEM做了比较。结果表明:由等高线、高程点、河流和陡崖线在ANUDEM5.1中生成的DEM质量优于由等高线、高程点和地形特征点用TIN方法生成的DEM。ANUDEM建立的DEM更能精确地反映水文地貌特征。在此基础上,研究了确定集水面积阈值的方法,通过在Arc/Info环境下运行AML程序自动提取了基于水文地貌关系正确DEM的流域特征。  相似文献   

18.
19.
Digital elevation models (DEMs) resulting from LIDAR (light detection and ranging) surveys are now more available in the hydrology and hydraulics (H&H) community, not only for hydraulic applications in small areas close to river networks but also for hydrologic applications in whole basins. Several questions arise when trying to combine LIDAR data and hydrologic models. Despite the long processing time, LIDAR-derived DEMs can provide more accurate information that is useful for basin hydrogeomorphic characterization, in comparison with DEMs at resolutions commonly used in hydrologic applications (cell size 20-30 m). Of particular focus here are river network properties and the instantaneous unit hydrograph (IUH) framework. Two case studies, one in Italy and the other in the USA, are presented in which three DEMs are analyzed with differing resolutions as follows: "standard," i.e., a resolution commonly used in hydrologic applications (cell size 20-30 m), LIDAR (cell size 1-2.5 m), and LIDAR-resampled at the same resolution as the "standard" DEM. Results suggest that the higher spatial resolution LIDAR-derived data are preferable and can introduce more detailed information about basin hydrogeomorphic behavior.  相似文献   

20.
The methodology of catchment extraction especially from regular grid digital elevation models (DEMs) is briefly reviewed. Then an efficient algorithm, which combines vector process and traditional neighbourhood raster process, is designed for extracting the catchments and subcatchments from depressionless DEMs. The catchment area of each river in the grid DEM data is identified and delineated, then is divided into subcatchments as required. Compared to traditional processes, this method for identifying catchments focuses on the boundaries instead of the area inside the catchments and avoids the boundary intersection phenomena. Last, the algorithm is tested with a set of DEMs of different sizes, and the result proves that the computation efficiency and accuracy are better than existent methods.  相似文献   

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