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21.
Hydrogeomorphic models allow parsimonious, fast and effective floodplain extent mapping using topographic data as the main input. Hydrogeomorphic approaches enforce the principle that floodplains are well-distinguished and unique landscape features within river corridors. We investigated the sensitivity of a hydrogeomorphic floodplain delineation algorithm, based on a hydrological power law, relating flow depth to contributing area, digital terrain model (DTM) resolution and river network hierarchy. In addition, we compared the results to other common floodplain mapping methods using standard flood-hazard maps as a reference. Taking the Arno River Basin, Italy, as a case study, our results show a dependency between the optimal power law parameters and DTM resolution, with larger parameter values required to reach optimal consistency with flood-hazard maps as DTM resolution increased. Floodplain mapping performance was also found to depend on stream order. We further tested the model consistency at a larger scale to evaluate its performance with respect to inundation maps in Hungary, Italy, Spain and the UK. Our study suggests that pre-defined power law parameters can be assumed, considering DTM resolution and stream order, supporting the use of the presented hydrogeomorphic model for large-scale floodplain mapping in ungauged basins where reference flood-hazard maps are not available.  相似文献   
22.
提出了一种将图形生成技术与图像处理相结合,对DTM数据进行最优三角划分的简化DTM数据的算法。依据一定的分辨率条件,将DTM数据转化到二维图像空间,找到它的局部特征点,并将二维空间的特征点利用Delaunay剖分三角化,再映射到三维空间,从而在简化数据的同时,得到一个满足保真性要求的TIN模型。最后实验验证了算法的有效性。  相似文献   
23.
利用EGM2008计算重力场模型高程异常,结合SRTM和DTM2006.0计算剩余地形模型,进而计算RTM高程异常,以弥补EGM2008重力场模型短波信号缺失的不足。从实测高程异常中减去重力场模型高程异常以及RTM高程异常,得到残余高程异常。利用曲面拟合方法拟合残余高程异常模型,解决高程基准系统偏差问题。通过实际GPS/水准数据计算证明,该方法能显著提高GPS点的高程异常计算精度,达到精化区域似大地水准面的目的。  相似文献   
24.
Sediments produced by landslides are crucial in the sediment yield of a catchment, debris flow forecasting, and related hazard assessment. On a regional scale, however, it is difficult and time consuming to measure the volumes of such sediment. This paper uses a LiDAR‐derived digital terrain model (DTM) taken in 2005 and 2010 (at 2 m resolution) to accurately obtain landslide‐induced sediment volumes that resulted from a single catastrophic typhoon event in a heavily forested mountainous area of Taiwan. The landslides induced by Typhoon Morakot are mapped by comparison of 25 cm resolution aerial photographs taken before and after the typhoon in an 83.6 km2 study area. Each landslide volume is calculated by subtraction of the 2005 DTM from the 2010 DTM, and the scaling relationship between landslide area and its volume are further regressed. The relationship between volume and area are also determined for all the disturbed areas (VL = 0.452AL1.242) and for the crown areas of the landslides (VL = 2.510AL1.206). The uncertainty in estimated volume caused by use of the LiDAR DTMs is discussed, and the error in absolute volume estimation for landslides with an area >105 m2 is within 20%. The volume–area relationship obtained in this study is also validated in 11 small to medium‐sized catchments located outside the study area, and there is good agreement between the calculation from DTMs and the regression formula. By comparison of debris volumes estimated in this study with previous work, it is found that a wider volume variation exists that is directly proportional to the landslide area, especially under a higher scaling exponent. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
25.
简要阐述了数字地面模型(DTM)的基本概念,并结合矿山地质勘查,提出实际情况应用,利用CASS成图系统建立模型。  相似文献   
26.
CASS在测量中得到广泛应用,特别是CASS配合Autolisp语言,还可以编写一些常用小程序,使测量计算和作图过程得到大量简化。地质坑道测量在矿山测绘中占有重要地位,可以将CASS与全站仪配合,在测量坑道过程中,进行坑道平面图绘制,指导井下开矿,提高工作效率。还可以利用CASS计算坑道挖掘土方量,这样便于与施工方进行工程量结算及处理井下越界开采纠纷问题。  相似文献   
27.
由于沿海各深度基准面的差异,使得海洋测绘数据综合处理存在一定的困难。基于大地高建立了深度基准面的DTM模型,从而实现海洋深度基准面的连续无缝。  相似文献   
28.
Measures for the accuracy assessment of Digital Elevation Models (DEMs) are discussed and characteristics of DEMs derived from laser scanning and automated photogrammetry are presented. Such DEMs are very dense and relatively accurate in open terrain. Built-up and wooded areas, however, need automated filtering and classification in order to generate terrain (bare earth) data when Digital Terrain Models (DTMs) have to be produced. Automated processing of the raw data is not always successful. Systematic errors and many outliers at both methods (laser scanning and digital photogrammetry) may therefore be present in the data sets. We discuss requirements for the reference data with respect to accuracy and propose robust statistical methods as accuracy measures. Their use is illustrated by application at four practical examples. It is concluded that measures such as median, normalized median absolute deviation, and sample quantiles should be used in the accuracy assessment of such DEMs. Furthermore, the question is discussed how large a sample size is needed in order to obtain sufficiently precise estimates of the new accuracy measures and relevant formulae are presented.  相似文献   
29.
In an elementary approach every geometrical height difference between the staff points of a levelling line should have a corresponding average g value for the determination of potential difference in the Earth’s gravity field. In practice this condition requires as many gravity data as the number of staff points if linear variation of g is assumed between them. Because of the expensive fieldwork, the necessary data should be supplied from different sources. This study proposes an alternative solution, which is proved at a test bed located in the Mecsek Mountains, Southwest Hungary, where a detailed gravity survey, as dense as the staff point density (~1 point/34 m), is available along a 4.3-km-long levelling line. In the first part of the paper the effect of point density of gravity data on the accuracy of potential difference is investigated. The average g value is simply derived from two neighbouring g measurements along the levelling line, which are incrementally decimated in the consecutive turns of processing. The results show that the error of the potential difference between the endpoints of the line exceeds 0.1 mm in terms of length unit if the sampling distance is greater than 2 km. Thereafter, a suitable method for the densification of the decimated g measurements is provided. It is based on forward gravity modelling utilising a high-resolution digital terrain model, the normal gravity and the complete Bouguer anomalies. The test shows that the error is only in the order of 10−3mm even if the sampling distance of g measurements is 4 km. As a component of the error sources of levelling, the ambiguity of the levelled height difference which is the Euclidean distance between the inclined equipotential surfaces is also investigated. Although its effect accumulated along the test line is almost zero, it reaches 0.15 mm in a 1-km-long intermediate section of the line.  相似文献   
30.
基于离散和不均匀点追踪剖分等值线的关键技术   总被引:1,自引:0,他引:1  
等值线图是在二维平面上把一种空间分布现象中具有相同数值的点连接而成的图形。它是数据与图像的结合,使人能够很好地看到数据变化的趋势,直观地看到计算机模拟的结果,因此它是众多领域成果表示的重要图件之一。本文以MapGIS软件为例探讨了如何根据离散高程点(或者其他特征点)绘制等值线,以及绘制过程中一些关键技术问题及其处理方法;详细介绍了绘制等值线的方法步骤以及笔者在工作中的经验技巧。  相似文献   
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