Włocławek油藏AdH水动力模型的实现

IF 1.1 Q3 GEOGRAPHY
M. Tutro, P. Hachaj, Monika Szlapa, P. Gierszewski, M. Habel, Włodzimierz Juśkiewicz, Natalia Mączka
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引用次数: 1

摘要

人工坝水库的流速变化不仅受入库流量的影响,还受水库水深和大坝水位的影响。如果不使用水动力模型,就不可能描述通过水库的流速的空间复杂变化。一个可靠的水库水动力模型是预测和分析气候变化和水胁迫风险时代水库地质生态系统变化的有效工具。利用深度平均二维AdH模型可视化了Włocławek油藏的水动力学。在八种不同的水文条件下运行模型,得到了一致的结果,并允许校准模型参数。此外,它还提供了一种验证水库上游维斯瓦河额定值曲线数据的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Implementation of the AdH hydrodynamic model on the Włocławek Reservoir
The variation of water velocity in an artificial dam reservoir is influenced not only by the inflow discharge, but also by the bathymetry of the reservoir and the water level at the dam. The depiction of spatially complex variations in flow velocity through a reservoir would not be possible without the use of hydrodynamic models. A reliable hydrodynamic model of the reservoir is an effective tool for predicting and analyzing changes in the reservoir geoecosystem in an age of changing climate and risk of water stress. A depth-averaged two-dimensional AdH model was used to visualize the hydrodynamics of the Włocławek Reservoir. Running the model for eight different hydrological conditions delivered consistent results and allowed to calibrate the model parameters. Additionally, it provided a way to verify the data regarding the rating curve of the Vistula River upstream the reservoir.
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来源期刊
Geographia Polonica
Geographia Polonica GEOGRAPHY-
CiteScore
2.40
自引率
0.00%
发文量
9
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