用TOPMODEL模拟Wadi El Kebir流域降雨-径流关系

IF 1.2 Q4 WATER RESOURCES Journal of Water Management Modeling Pub Date : 2023-01-01 DOI:10.14796/jwmm.c497
Noureddine Maref, Khaled Korichi, Zakaria Mahfoud
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引用次数: 0

摘要

利用TOPMODEL(基于地形的水文模型)研究了位于阿尔及利亚东北部的Wadi El Kebir流域的降雨-径流关系。这是一种地貌学和半分布式模型,用于预测流域的水文行为,并计算任何地点含水层的储水量赤字。它利用流域的地形信息来预测径流产生的贡献区域的程度。采用TOPMODEL基于事件的降雨径流模型,利用13个逐时降水序列对流域出水口流量进行预测。利用数字高程模型(DEM)确定了流域的等高线,绘制了流域方向和地形指数。使用测量的放电和各种目标函数,如纳什(Nash- sutcliffe)和决定系数(R2),对TOPMODEL进行校准和验证。TOPMODEL结果显示出高性能水平。事实上,经过校准和验证程序后,模型的性能在令人满意和非常好之间波动。Nash在0.59 ~ 0.91之间,R2在0.66 ~ 0.91之间。然而,在验证阶段,这些标准系数的值略有降低,Nash(0.53 ~ 0.84)和R2(0.59 ~ 0.87)。此外,该模型还显示了地下水对研究区水文响应的微弱贡献。
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Modeling the Rainfall–Runoff Relationship with TOPMODEL in the Wadi El Kebir Watershed
The rainfall–runoff relationship was studied in the Wadi El Kebir watershed, located in Northeastern Algeria, using TOPMODEL (topography based hydrological model). This is a geomorphological and semi-distributed model which is used to predict the hydrological behaviour of watersheds and to calculate the water storage deficit of an aquifer in any location. It uses topographic information of the watershed to predict the extent of contributing areas in the production of runoff. TOPMODEL was applied with event-based rainfall–runoff modeling where 13 hourly rainfall series were used to predict the discharge at the basin outlet. A digital elevation model (DEM) was also used to define the contours of the basin and to map out the drainage directions and the topographic index. TOPMODEL was calibrated and validated using the measured discharges and various objective functions such as Nash (Nash-Sutcliffe) and coefficient of determination (R2). The TOPMODEL results showed a high-performance level. Indeed, after the calibration and validation procedure, the performance of the model oscillates between satisfactory and very good. For the calibration, Nash varied between 0.59 and 0.91, and R2 between 0.66 and 0.91. However, the values of these criteria coefficients were slightly reduced during the validation phase, Nash (0.53 to 0.84) and R2 (0.59 to 0.87). Also, the proposed model shows the weak contribution of groundwater flows in the hydrological response of the study area.
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CiteScore
1.30
自引率
0.00%
发文量
8
期刊最新文献
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