城市排水模型中不透水率的遥感测定

Maria del Rosario Viétez Vásquez, B. Sørensen, O. Mark, R. Borgstrøm, Kasper Juel-Berg, B. Tomicic
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引用次数: 2

摘要

背景与目的:由于城市的不透水性下降和更严重的降雨事件,城市地区变得更容易受到洪水的影响。下水道模型用于检查城市排水系统及其在暴雨情况下的性能。准确的不透水表面数据是获得有价值模型的关键输入因素。在这项研究中,研究了利用遥感技术自动获取的数据作为其他电子数据库的替代方法,并进行了人工解释,以获得有关地表情况的信息。材料和方法:该研究在哥本哈根附近进行,下水道系统由商业软件MIKE URBAN 2014建模。采用面向对象的方法对分辨率为20 cm的4波段正射影像图进行分析,并将其作为计算不透率的输入。结果:不同类型不透水区域的确定精度不同。道路面积覆盖被低估,建筑物覆盖被准确分类,其他不透水表面面积被高估。当应用已实现的分类并使用它来确定不透水性时,尽管区域覆盖范围不准确,但下水道系统的建模是准确的。结论:本研究验证了利用航空影像进行区域自动分类的有效性。然而,该方法应针对路面和某些特定的透水路面进行优化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Applying Remote Sensing to Determine the Percent Imperviousness for Urban Drainage Modelling
Background and Objective: Urban areas have become more vulnerable to flooding due to decreased imperviousness in cities and more severe rain events. Sewer modelling is used to examine urban drainage systems and their performance in case of severe rain. Accurate data for impervious surfaces is a key input factor to obtain valuable models. In this study, the use of data acquired automatically by remote sensing techniques is investigated as an alternative to other electronic databases and is manually interpreted to obtain information on the surface conditions. Materials and Methods: The study is carried out in a neighbourhood of Copenhagen and the sewer system is modelled by the commercial software MIKE URBAN 2014. Airborne images with 20 cm resolution and 4-band orthophotos were analyzed by following an object-oriented approach and used as input for calculating the percent imperviousness. Results: The results show that different types of impervious areas are determined with different accuracy. Road area coverage is underestimated, building coverage is classified accurately and the area of other impervious surfaces is over estimated. When applying the achieved classification and using this to determine the imperviousness, the sewer system is accurately modelled despite the inaccuracies in the area coverage. Conclusion: This study validates the automatic classification of areas using airborne images. The methodology, however, should be optimized with respect to road surfaces and some specific pervious surfaces.
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