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数字高程模型(DEM)是流域参数提取的基础,然而DEM中普遍存在的洼地和平地影响了流域水系的自动提取,因此洼地去除方法成为研究的热点。针对现有洼地去处方法存在的问题,提出了一种基于"三方向搜索"的洼地处理方法。该方法通过对洼地及其周围网格高程值增减来达到去除洼地的目的,避免了传统填洼方法大规模的对DEM进行增高处理。实验结果表明,该算法简单易行,能有效的去除洼地,消除DEM提取的河网中的伪河道及"平行线"现象;且对DEM中高程值的改动较小,从而较大限度的保留了原始地形信息。 相似文献
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数字高程模型预处理方法的研究进展 总被引：3，自引：0，他引：3
数字高程模型(Digital Elevation Model,简称DEM)是地形表面形态属性的数字化表达,被广泛应用于流域水文模拟中河网水系的提取.从DEM直接提取的河网水系及相关的流域地理空间信息,是分布式水文模拟的地理信息平台.由于DEM中洼地和平坦区的存在会影响水流方向的确定和数字河网的正确提取.因此在河网自动提取过程中必须首先对DEM数据进行预处理.本文对国内外各种DEM预处理方法进行了归纳总结.将DEM数据预处理方法分为两大类:分步处理法,以及一体化处理法.分步处理法按处理对象又可分为洼地处理方法和平坦区处理方法两部分;而一体化处理法则采用迭代算法同时对洼地和平地进行处理. 相似文献
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基于DEM的数字水系的生成 总被引：33，自引：4，他引：33
讨论了由DEM生成河网过程中所用的填平和主干河道数字化的方法,通过填平方法,解决了由洼地引起的河网不连续的问题;而对主干河道进行数字化处理,则解决了平坦地区主干河道偏离其自然位置的问题。经过这些处理后生成的河网,与实际情况比较接近,从而使水文要素的模拟更具有实际意义。 相似文献
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在利用数字高程模型(DEM)模拟坡面流提取流域水系特征过程中,对洼地和平地的处理是首先需要解决的关键问题。针对现有方法对复杂地形DEM中平地、洼地及其复合情形处理效率和效果的不佳,提出了洼地的分类与归并、有效填洼、平地的分类、基于出流代价的河谷平地排水流向构建等新的处理方法,并在开发的软件系统中得到实现。实验结果表明:采用该方法可对复杂洼地进行有效处理,构建的河谷平地水流流向在顾及周边地形的同时向可能形成的河道收敛,避免了平行河道、伪河道等奇异河道的产生,由此提取的流域水系与实际自然水系基本一致。 相似文献
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数字高程模型在流域水文模型应用中的若干问题 总被引：8，自引：1，他引：8
数字高程模型(DEM)在流域水文模型中得到了广泛应用,主要是因为DEM能够自动提取流域水文模型所需要的确定流域排水结构的水文信息。回顾并讨论了DEM在流域水文模型应用中的几个问题,主要包括河网自动提取的方法、DEM中排水方向的确定以及封闭洼地的处理,同时还包括在流域水文模型中应用时DEM的结构类型及尺度问题。由于由DEM生成的模拟河网与流域实际河网间存在一定的差别,最后还讨论了如何对模拟河网进行矫正的问题。 相似文献
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借助于GIS技术对大流域进行划分与编码.修正实测河道上部分栅格单元的高程,以避免大面积“伪洼地”的出现,从修正后的栅格型数字高程模型(DEM)提取出与实测河网比较一致的模拟河网.提取出模拟河网后,再进行河网的编码,以及流域的划分与编码.提出了一种对Pfafstetter规则的改进方法,并且按照改进后的Pfafstetter规则来对河网与流域进行编码.所有编码工作是由本次研究中专门编制的程序来自动完成.将提出的方法应用于黄河流域,将整个黄河流域划分为8 255个子流域并赋予了Pfafstetter编码. 相似文献
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分布式流域水文模型从DEM数据中提取河流,由于地图数据的比例尺、DEM网格的分辨率等原因,生成的河流可能与真实的河流不重合,流域内的径流可能汇集不到出口断面,必须对DEM数据进行处理。目前GIS软件中常用的处理方式是将河流经过的网格高程普遍降低,这种方法还不够理想。理想的DEM数据处理方法应满足以下原则:修改后生成的河流与真实的河流重合,流域内的径流能够汇入河道到达流域出口断面;DEM数据中网格的高程来自实测地图,最能代表网格的高程,只是由于对网格高程的插值滤掉了一些地形细节,因此高程修改的网格数目应达到最小。基于这个原则,提出DEM数据修改方法,平滑掉河流经过的凸起网格并且填充流域内的洼地,修改最少的网格高程,使由DEM数据生成的河流能够与真实的河流重合,达到模拟真实的径流流动路径的目的。 相似文献
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数字高程模型（DEM）不仅可以实现三维地形可视化，而且还能由其进一步获得与高程有关的地形要素。针对青藏高原DEM生成和应用过程中碰到的数据量大、区域广阔、应用难度大等问题，本文给出了相应的解决方案，提出一套DEM制作和应用流程：以1：25万地形图矢量等高线数据内插方式生成青藏高原DEM数据，在此基础上，运用Mask处理后相交分析思想与多级金字塔、DEM水淹分析、高程分带等处理技术实现了青藏高原三维地形可视化、三维遥感影像制作、及其它生态地质环境因素的变化分析。基于此方法生成的青藏高原DEM数据，不仅精度高，三维地形可视化效果好，而且解决了海量DEM数据与其它资料综合分析的问题。 相似文献
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利用ASTER卫星立体像对提取喀斯特数字地形模型——以广西大化高峰丛深洼地喀斯特地貌为例 总被引：2，自引：2，他引：0
ASTER卫星立体像对已经被成功地用于提取全球数字地形模型（DEM）,其有效性已经在不同类型的非喀斯特地貌区域得到验证。和一般地貌相比,喀斯特地形,特别是中国南方喀斯特,具有自己独特的形态特征。能否从ASTER影像中精确地提取喀斯特地貌DEM目前尚未见到有任何报道。本文利用ASTER影像成功地提取了广西大化地区高峰丛深洼地的喀斯特地貌DEM,并且将提取结果与同一地区1∶5万地形图控制点的高程和4个剖面的高程变化进行了对比。研究区内绝大部分区域是喀斯特地貌,但在其西北部有一舌状砂岩地貌分布,从而提供了一个很好的喀斯特和非喀斯特地貌DEM精度对比的机会。本文的研究结果表明,从ASTER影像提取出来的砂岩地貌的DEM均方根误差要小于喀斯特地区,表明从ASTER影像中能更有效地提取非喀斯特地貌的DEM。相比之下,提取得到的喀斯特DEM精确度则稍差。究其原因主要是因为研究区内独特的高峰丛深洼地地形形态。由于峰丛地形的阴影在构成立体像对的两幅影像（nadir-looking和aft-loo-king）上的大小和形态差异很大,导致了DEM生产过程中两幅影像不能精确配准,从而产生比较大的误差。相比之下,砂岩地区地貌相对比较平坦,地形阴影大小和形态在两幅影像上差别不大,故而能得到精度比较高的数字地形模型。本文研究结果同时还表明适当增加地面控制点能在一定程度上改善提取出来的喀斯特地貌DEM的精度。尽管提取的数字地形模型精度稍低,其均方根误差仍然远远小于该地区峰丛和洼地个体体量。因此本研究认为从ASTER立体像对提取的数字地形模型可广泛用于喀斯特地貌形态特征研究。 相似文献
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Automated extraction of watershed boundary and drainage network from SRTM and comparison with Survey of India toposheet 总被引：1，自引：0，他引：1
The recent development of digital representation has stimulated the development of automatic extraction of topographic and hydrologic information from digital elevation model input, using geographic information system (GIS) and hydrologic models that integrate multiple databases within a minimal time. The objective of this investigation is to compare the drainage extracted from Shuttle Radar Topography Mission (SRTM) data with the drainage digitized from topographic data (1:50,000) and also to draw attention to the functions of an add-on tool in ArcGIS 9.2 (Arc Hydro v.2) of Kuttiyadi River basin. The analysis reveals that the watershed extracted from the SRTM digital elevation model (DEM) (90 m resolution) is having an area of 668 km2 and that from toposheet is 676 km2. The river mouth in the drainage network from the SRTM DEM is found to be shifted to the northern side from where it actually exists. The drainage network from SRTM DEM at stream threshold 15 (0.0002 % of maximum flow accumulation) is delivering best results than the other threshold value in comparison with the drainage pattern derived from toposheets. The study reveals the importance, reliability, and quaintness of drainage network and watershed derived from the SRTM using the Arc Hydro Tool, an extension for Environmental Systems Research Institute ArcGIS. The advantage of the Arc Hydro Tool is that it would help a novice with little GIS knowledge to run the model to obtain watershed and drainage network. 相似文献
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降雨在地表上随地形流动自然形成沟谷线、汇流区、分水岭等流域形态,研究地表流水线的数字模拟对数字流域水文分析具有重要意义.提出数字地表流线模型的概念,只考虑地形因素,利用等高线图建立一个能获得区域内每滴雨水沿地表流动的轨迹模型.并运用地图代数的距离变换对等高线及所在空间进行全方位的距离度量,研究了数字地表流线模型的建立方法.实验表明,该模型利用距离变换信息而不是高程计算流向,可避免DEM高程误差对流向、流线的影响,且不需要在DEM上进行复杂的洼地、平地的识别与处理.该模型对原始数据要求不高,能有效应用于沟谷线的自动提取、汇流区自动分割和分水线网络的自动提取. 相似文献
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Meng Wang Jantiene E. M. Baartman Hongming Zhang Qinke Yang Shuqin Li Jiangtao Yang Cheng Cai Meili Wang Coen J. Ritsema Violette Geissen 《Earth Science Informatics》2018,11(4):579-590
The improvement of resolution of digital elevation models (DEMs) and the increasing application of the Revised Universal Soil Loss Equation (RUSLE) over large areas have created problems for the efficiency of calculating the LS factor for large data sets. The pretreatment for flat areas, flow accumulation, and slope-length calculation have traditionally been the most time-consuming steps. However, obtaining these features are generally usually considered as separate steps, and calculations still tend to be time-consuming. We developed an integrated method to improve the efficiency of calculating the LS factor. The calculation model contains algorithms for calculating flow direction, flow accumulation, slope length, and the LS factor. We used the Deterministic 8 method to develop flow-direction octrees (FDOTs), flat matrices (FMs) and first-in-first-out queues (FIFOQs) tracing the flow path. These data structures were much more time-efficient for calculating the slope length inside the flats, the flow accumulation, and the slope length linearly by traversing the FDOTs from their leaves to their roots, which can reduce the search scope and data swapping. We evaluated the accuracy and effectiveness of this integrated algorithm by calculating the LS factor for three areas of the Loess Plateau in China and SRTM DEM of China. The results indicated that this tool could substantially improve the efficiency of LS-factor calculations over large areas without reducing accuracy. 相似文献
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The spatial distribution and several morphometric characteristics of the Quaternary alluvial fans of the San Juan River, in the province of San Juan, at the Central and Western part of Argentina, have been studied to classify them as paraglacial megafans, as well to ratify its depositional environmental conditions. The high sedimentary load exported by San Juan river from the Central Andes to the foreland depressions is estimated about 3,682,200 hm3. The large alluvial fans of Ullum-Zonda and Tulum valleys were deposited into deep tectonic depressions, during the Upper Pleistocene deglaciation stages. The outcome of collecting remotely sensed data, map and DEM data, geophysical data and much fieldwork gave access to morphometric, morphographic and morphogenetic data of these alluvial fans. The main drainage network was mapped on processed images using QGis (vers.2.0.1). Several fan morphometric parameters were measured, such as the size, the shape, the thickness, the surface areas and the sedimentary volume of exported load. The analyzed fans were accumulated in deep tectonic depressions, where the alluvium fill reaches 700 to 1200 m thick. Such fans do not reach the large size that other world megafans have, and this is due to tectonic obstacles, although the sedimentary fill average volume surpasses 514,000 hm3. The author proposes to consider Ullum-Zonda and Tulum alluvial fans as paraglacial megafans. According to the stratigraphic relationships of the tropical South American Rivers, the author considers that the San Juan paraglacial megafans would have occurred in the period before 24 ka BP, possibly corresponding to Middle Pleniglacial (ca 65–24ka BP). They record colder and more humid conditions compared with the present arid and dry conditions. 相似文献
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Geostatistical Mapping with Continuous Moving Neighborhood 总被引：1，自引：0，他引：1
An issue that often arises in such GIS applications as digital elevation modeling (DEM) is how to create a continuous surface using a limited number of point observations. In hydrological applications, such as estimating drainage areas, direction of water flow is easier to detect from a smooth DEM than from a grid created using standard interpolation programs. Another reason for continuous mapping is esthetic; like a picture, a map should be visually appealing, and for some GIS users this is more important than map accuracy. There are many methods for local smoothing. Spline algorithms are usually used to create a continuous map, because they minimize curvature of the surface. Geostatistical models are commonly used approaches to spatial prediction and mapping in many scientific disciplines, but classical kriging models produce noncontinuous surfaces when local neighborhood is used. This motivated us to develop a continuous version of kriging. We propose a modification of kriging that produces continuous prediction and prediction standard error surfaces. The idea is to modify kriging systems so that data outside a specified distance from the prediction location have zero weights. We discuss simple kriging and conditional geostatistical simulation, models that essentially use information about mean value or trend surface. We also discuss how to modify ordinary and universal kriging models to produce continuous predictions, and limitations using the proposed models. 相似文献