提高洪水模型中数字高程模型的精度 - 印度尼西亚井里汶西贝莱斯河案例研究

Sahid Sahid
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引用次数: 0

摘要

数字高程模型(DEM)所代表的地形条件对洪水淹没模型至关重要。数字高程模型(DEM)被归类为数字地表模型(DSM),它存储了高度信息、地面和非地面高程信息,在用于水文应用之前需要进行预处理,特别是通过去除洪泛平原和河道沿线的非地面高程来建立洪水模型。提高洪水淹没建模的精度对于减少洪水灾害的影响至关重要。本研究的目的是比较基于 Ter-raSAR-X 数据的 DEM 与基于坡度的滤波过程的精度水平,并将实地测量的河流断面剖面与滤波后的 DEM 相结合。结果证实,通过滤波去除非地面高程后,DEM 产品的精度得到了提高,而通过将河流剖面信息融合到滤波后的 DEM 中,精度也得到了显著提高。根据实地测量结果,在 DEM 中添加河流信息后,在河流左岸、右岸和中心的精度水平平均绝对误差分别为 2.51 米、2.72 米和 1.91 米范围内,可提供更接近河流横截面剖面的表示。使用 HEC-RAS 根据滤波前、滤波后和添加河流信息后的 DEM 得出的二维洪水水动力模型的性能结果表明,在 DEM 处理的每个阶段,洪水深度的精度都在提高。使用过滤后的 DEM,洪水深度精度提高了约 11.67%,而使用添加了河道信息的过滤后 DEM,洪水深度精度提高了 24.98%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Enhancing Digital Elevation Model Accuracy for Flood Modelling – A Case Study of the Ciberes River in Cirebon Indonesia
Topographic conditions represented by the Digital Elevation Model (DEM) are essential in flood inundation models. The DEM which is categorised as a Digital Surface Model (DSM) stores the height information, be-sides the ground and non-ground elevation required for preprocessing before being employed in hydrologic applications, particularly in relation to flood modelling by removing non-ground elevation along the flood plain and river channels. The improvement in the accuracy of flood inundation modelling is crucial in reduc-ing the impact of flood disasters. This study aims to compare the accuracy level of the DEM based on Ter-raSAR-X data with the filtering process using slope-based filtering and combining the cross-sectional river profile from the field measurement to the filtered DEM. The result confirms that the accuracy of the DEM product is improved via filtering to remove non-ground elevations and a significant improvement in accuracy by means of fused river profile information to filtered DEM. The results of adding river information to the DEM could provide a representation closer to the cross-sectional profile of the river based on field measure-ments within the accuracy level Mean Absolute Error 2.51 m, 2.72 m and 1.91 m in the left overbank, right overbank and centre of the river, respectively. The performance results of the 2-dimensional flood hydrody-namic modelling using HEC-RAS derived from the DEM before filtering, after filtering, and the addition of river information show increasing accuracy in flood depth at each stage of the DEM processing. There is an improvement in accuracy in flood depth of approximately 11.67% using the filtered DEM, besides an in-crease in accuracy in flood depth by 24.98% utilising the filtered DEM with added river channel information.
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