空间插值算法在GIS中的应用

在GIS的研究中,通常需要具有一定规则的数据,而多数可获得的数据都是呈现离散状态并且是不规则分布的,这就需要应用空间插值的方法把离散的不规则数据转换成规则数据.本文介绍了几种常用的空间插值模型的原理与方法,并通过规则格网DEM的建立,说明空间插值算法在GIS中的应用.     

基于低精度DEM的InSAR相位解缠方法

针对干涉图条纹密集,残差点较多,相位解缠困难甚至出现错误的情况,提出了借助低精度DEM降低条纹率,提高相位解缠精度的办法。采用Envisat ASAR数据验证了提出方法的有效性。     

浅论高精度DEM的制作

结合地理国情普查DEM精细化生产项目,论述了基于ArcGIS 10.1、ERDAS 2011软件,批量生产高精度DEM的工艺流程及作业过程中关键性技术问题的解决.     

基于MapGIS的DEM质量检查与精度评定

介绍了DEM的NSDTF-DEM格式及Arc GIS明码Grid格式,后者的DEM格式应用更广泛并支持更多的GIS软件对其进行读取及处理,故本文通过自编程序实现了前者到后者的转换。     

基于 DEM 对喀斯特地貌山地及水系信息的提取--以桂林阳朔县为例

以30 m分辨率的SRTM－DEM数据为基础,通过GIS的空间分析功能,首先对数据进行坡度分析,通过坡度分级法将山地与平原划分,自动提取出山地的信息,再运用碎斑处理结合TM影像对结果进行修正;其次,在ArcGIS的水文分析（ Hydrology）模块下对 DEM进行数字地形分析,提取流域特征。经分析得到了研究区域的山地及河网特征信息,并与实际地形及河流水系大致吻合,改进了传统手工和野外调查为主的提取方法,初步实现了山地、水系信息的自动提取,为研究区域社会经济更好更快地发展具有一定的参考意义。     

基于DEM的莱州湾南岸典型水系河间地提取及区域地貌演化研究

以SRTM3-DEM为数据源,在ArcGIS支持下,采用水文分析以及DEM分析数据与地质图、卫星图像和地形图区域数据综合对比分析,结合实地调查及前人研究成果,对莱州湾南岸的弥河、白浪河、潍河3条典型河流河网河间地的提取进行了研究,并对不同流域河间地比率的空间关系、流域地貌侵蚀对比与区域变化、全新世河型及河型转换以及区域地貌发展阶段进行了研究.通过DEM的水文分析、河网提取、河间地制图,得到了每条河流、每种累积流量取值下河网中的河间地,从而提出了快速提取河间地的一种新方法.区域空间上,河间地比率自西向东存在弱的增大变化.流域侵蚀综合分析表明:3条河流曾明显下切,即西部的弥河以单河道截切式下切;中部的白浪河以拓展式下切;东部的潍河呈嵌入式下切.表明西部侵蚀下切幅度大于东部(西部河流侵蚀速度快于东部),从而印证了河间地比率西小、东大的空间变化.对古河型(/河网)分析表明,全新世以来有网状河、扇状分汉河、汇聚型河、顺直河和曲流河5种河型.河型转换受控于气候变化、基准面下降和不均衡的构造抬升.将研究区全新世的河流地貌演化分为全新世早阶段、全新世中期早阶段、全新世中期晚阶段、全新世晚期早阶段和全新世晚期晚阶段5个阶段.     

红沿河核电站取水口海冰堆积特性的离散元分析

在寒冷地区,海冰在核电站取水结构物前的堆积会对取水口造成阻塞和损坏,进而影响核电设备的正常运作。以红沿河核电站的取水设施为例,综合考虑该工程海域冰区特点及风和流的作用等因素。建立了海冰的离散元模型,用于模拟海冰在结构物前的堆积和破坏过程。该离散元模型由规则排列的球体颗粒构成,颗粒间采用平行黏结模型进行黏结。考虑了海冰的平均尺寸、密集度及流速三个因素对海冰堆积过程的影响,对海冰堆积高度进行预判。其中,堆积高度随海冰的密集度和流速的增大而增大,而海冰的平均尺寸对堆积高度没有明显影响。分析结果表明,离散元数值模拟可用于评估和预测取水工程中海冰堆积造成堵塞的风险。     

Topographical Mapping of a Bare Tidal Flat Outside a Mangrove Area based on the Waterline Method and an Iterative Hydrodynamic Model: A Case Study of Yingluo Bay,South China

A change in the elevation of bare tidal flats outside a mangrove area is an indispensable factor for the sustainable development of mangroves. Waterline extraction, as an effective and economical tool used in reconstructing the terrain of an intertidal zone, has been widely applied to open-coast tidal flats by constructing a digital elevation model (DEM). However, mangrove wetlands are usually located in wave-sheltered sites, such as estuaries and bays that have narrow tidal channels flanked by tidal flats. Changes in water level are affected by the dry-wet processes of complex landforms caused by tides. This article takes as a study case the area of Yingluo Bay, which covers the core region of the Zhanjiang and Shankou National Mangrove National Nature Reserve in southwestern China. Waterline extraction based on seventeen multisource and multispectral satellite images obtained from December 2014 to April 2015, combining the finite-volume coastal ocean model (FVCOM) hydrodynamic model in an iterative process, was used to generate a topographical map of the bare tidal flat outside the mangrove area in Yingluo Bay. The quality of the iterative DEMs was evaluated via six transects of a ground-based survey using Real - time kinematic (RKT) GPS in May 2015. The mean absolute error (MAE) and root mean square error (RMSE) of the DEM decreased with an increase in the number of iterations. In this study, the DEM in the third iteration was used as the final output because the difference from the previous iterative DEM satisfied an inversion-stopping criterion. The MAE and RMSE of the final DEM with the measured data were 0.072 and 0.09?m, respectively, without considering small tidal creeks. The method used in this study can be an effective and highly precise approach for detecting and reconstructing the historical terrain of a bare tidal flat outside a mangrove area. This work also has great importance regarding intertidal resource management and the sustainable development of mangroves facing the vulnerable coastal ecological environment.     

Numerical and theoretical research on stress distribution in the loosening zone of the trapdoor problem

The traditional theory of soil arching effect was developed on the assumption that stress distribution in the loosening zone is uniform. However, because of the deflection of principal stress' direction, the stress distribution in the loosening zone is actually ununiform. For the evaluation of principal stress axis deflection and stress redistribution, a discrete element method numerical model of trapdoor problem is established for the simulation of soil arching effect. Based on the numerical results, an arc shape of major principal stress trajectory and uniform horizontal stress distribution at the same depth of the loosening zone are adopted. An analytical model is raised to estimate the average loosening earth pressure acting on the trapdoor and stress distribution in the loosening zone at a limit state. In addition, comparison studies are carried out between the predictions of the proposed solutions and discrete element method numerical results as well as available model test results, thereby validating the accuracy of the proposed theoretical model. Both numerical and theoretical results indicate that the vertical stress distribution in the loosening zone is obviously ununiform. The load acting in the middle of loosening zone is transferred toward two sides so that the vertical stress distribution in loosening zone is concave.     

顾及多分析尺度的地形部位面向对象分类方法

地形部位是地表形态的基本单元,其分类和提取在地貌发育、数字土壤制图、景观生态制图等领域有着重要的应用。康鑫等提出的多尺度Geomorphons地形部位分类法（简称多尺度Geomorphons法）利用高程相对差异信息和地形部位多尺度特征,可避免受地形属性计算及单一分析尺度约束而误分类,然而其存在分类破碎及分析尺度域难以确定的问题。基于此,本文以多尺度Geomorphons法为基础,提出了其适宜分析尺度域确定方法,建立了以初始地形部位数据层组合的对象多尺度分割和分类方法,进而构建了顾及多分析尺度的地形部位面向对象分类方法。以陕北黄土高原区域5 m分辨率DEM为实验数据,对面向对象分类方法进行了验证与评价。实验结果表明：①均值变点法可有效解决分析尺度域难以确定的问题,实验样区适宜分析尺度域为[5×5, 33×33]栅格单元;②以0,255为二值化的地形部位数据层组合适用于多尺度分割,尺度、形状及紧致度参数组合影响分割结果,且对于实验样区存在最优分割参数;③与多尺度Geomorphons法相比,本文方法得到的地形部位分类结果完整性较好,在地表形态对应和地理认知等方面更具合理性。