基于遗传算法的分布式水文模型参数估计

J. Boisvert, N. El‐Jabi, A. St‐Hilaire, S. E. Adlouni
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引用次数: 7

摘要

水是一种至关重要的资源,有时也可能是一种破坏性的力量。因此,管理此资源非常重要。流流量的预测是这一管理的重要组成部分。水文模型在完成这项任务时非常有用。本研究的目的是开发和应用一种优化方法,用于校准米拉米奇河流域(新不伦瑞克省)每日流量的确定性模型。使用的模型是CEQUEAU模型。采用遗传算法对模型进行校正。采用Nash-Sutcliffe效率标准作为目标函数,该标准经过修改以惩罚物理上不现实的结果。该模型使用西南米拉米奇河(集水区5050 km2)一个测量站1975-2000年的流量数据进行了校准,得到了0.83的Nash-Sutcliffe标准。使用同一站点的流量数据(2001-2009)进行模型验证(Nash-Sutcliffe标准值为0.80)。这表明该模型校准具有足够的鲁棒性,可用于未来的预测。使用来自同一流域的其他三个测量站的数据进行了第二次模型验证。该模型在所有三个附加位置(Nash-Sutcliffe标准值分别为0.77、0.76和0.74)表现良好,但在较小的子盆地中表现不佳。尽管如此,该模型相对较强的性能表明,它可以用于预测流域内任何地方的流量,但建议在小的子流域应用时要谨慎。还将CEQUEAU模型的性能与一个简单的基准模型(每个日历日的平均值)进行了比较。还进行了敏感性分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Parameter Estimation of a Distributed Hydrological Model Using a Genetic Algorithm
Water is a vital resource, and can also sometimes be a destructive force. As such, it is important to manage this resource. The prediction of stream flows is an important component of this management. Hydrological models are very useful in accomplishing this task. The objective of this study is to develop and apply an optimization method useful for calibrating a deterministic model of the daily flows of the Miramichi River watershed (New Brunswick). The model used is the CEQUEAU model. The model is calibrated by applying a genetic algorithm. The Nash-Sutcliffe efficiency criterion, modified to penalize physically unrealistic results, was used as the objective function. The model was calibrated using flow data (1975-2000) from a gauging station on the Southwest Miramichi River (catchment area of 5050 km2), obtaining a Nash-Sutcliffe criterion of 0.83. Model validation was performed using flow data (2001-2009) from the same station (Nash-Sutcliffe criterion value of 0.80). This suggests that the model calibration is sufficiently robust to be used for future predictions. A second model validation was performed using data from three other measuring stations on the same watershed. The model performed well in all three additional locations (Nash-Sutcliffe criterion values of 0.77, 0.76 and 0.74), but was performing less well when applied to smaller sub-basins. Nonetheless, the relatively strong performance of the model suggests that it could be used to predict flows anywhere in the watershed, but caution is suggested for applications in small sub-basins. The performance of the CEQUEAU model was also compared to a simple benchmark model (average of each calendar day). A sensitivity analysis was also performed.
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