无高精度地形资料地区溃坝洪水演进模拟研究:以金沙江叶巴滩-巴塘段为例

    Simulation of dam break flood evolution for catchments without high-precision topographic data: case of section between Yebatan and Batang on Jinsha River

    • 摘要: 为准确高效计算缺乏高精度地形资料地区河道中洪水演进过程,在空间分辨率为30 m的ASTER GDEM V2地形数据基础上采用不同方法对金沙江叶巴滩-巴塘区间河道地形进行重建,采用基于显卡加速的地表水及其伴随输移过程模型模拟了2018年“11·03”堰塞坝险情洪水过程,并与实测洪水过程进行对比验证。结果表明:① 不同空间插值方法对河道地形特性的插值表达精度相差较大,样条函数法和根据河流走势的趋势平滑法生成的河道地形能较好表达河道地貌形态;② 不同断面间距下趋势平滑法河道地形洪水演进模拟精度随断面间距增大而增加,仅使用入流口和出流口断面高程模拟效果在不同断面间距中最好;③ 使用趋势平滑法生成河道地形时,洪水模拟精度随河道下挖深度的增加呈增加趋势,下挖深度为50 m时NSE达到0.937,R2达到0.976。研究分析了河道地形重建方法、插值断面间距及下挖深度对洪水演进模拟精度的影响,可为洪水应急抢险快速预测提供数据处理方法。

       

      Abstract: A major challenge in flood routing research is to calculate the flood routing of rivers accurately and efficiently in catchments without high-precision topographic data. In this paper, the Digital Elevation Model(DEM) of river channel from Yebatan to Batang on Jinsha River was reconstructed based on ASTER GDEM V2 terrain data with a spatial resolution of 30m. The 11· 03 Jinsha River dam break event in 2018 was simulated by using a GPU accelerated surface water flow and transport model(GAST), for which the simulation results were compared with the measured flood process. The results showed that: (1) Different spatial interpolation methods have a large effect on the description of river channel terrain characteristics, and the river channel terrain generated by the spline interpolation and the linear interpolation based on the latitude gradient of the river trend(trend smoothing method) can better express the river landform. (2) The simulation accuracy of flood routing in which topography was reconstructed by trend smoothing method increases as the section distance increases, and the effect of simulation using only the inlet and outlet section elevation is the best among different section distances; (3) The flood simulation accuracy increases with the increase of river terrain digging depth, in which river terrain was simulated by trend smoothing method, and NSE and R2 can reach to 0.937 and 0.976 separately when the digging depth is 50 m.

       

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