塞弗斯基-顿涅茨河河床段动力学的数学建模与预测

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引用次数: 1

摘要

哈尔科夫地区塞弗斯基顿涅茨河河段的流量是基于对河道剖面的长期测量,以10厘米的增量进行研究的。通过水文图确定了所研究的地球表面河道断面的几何形状,并根据测量结果用样条法重建了断面剖面。对结果的分析揭示了剖面的变异与底层沉积物的变化和当年的降雨量有关。建立了一个描述水流参数与河道坡度和剖面关系的数学模型。该模型可以计算流速、动压力和粘性摩擦,预测沿海航道的演变、缓慢环流的停滞带的存在,以及预测底部漂移和河道过度生长的动力学。根据给定几何形状的沟道内的三维水流,采用有限元法进行了数值计算。计算了流速,发现存在分离的滞流区,循环缓慢,河道过度生长和水质恶化可能被放大。动压和粘性摩擦的计算表明,存在压力增大的区域,这些区域会及时破坏河岸,促进底部沉积物的形成,并增加缓慢循环的停滞带的面积。由于河流生态系统存在着一个正反馈系统,由此导致的循环恶化和水质恶化无法自然停止,需要采取特殊的工程水文地质措施。开发的模型允许规划各种具体措施,以防止河流侵蚀和过度生长,通过在原始几何模型中引入变化来改善循环和水质,并量化影响河流系统演变的水动力因素引起的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mathematical modeling and forecasting the dynamics of a segment of the river bed of Seversky Donets river
The flow in the section of the Seversky Donets river in Kharkiv region is studied based on long-term measurements of the channel profile in a 10 cm increments. The geometry of the studied channel section on the Earth's surface has been determined by hydrological maps, and the cross-section profiles have been reconstructed by splines from the measurement results. The analysis of the results has revealed the profile variability in accordance with the change in the bottom sediments and the current year rainfall. A mathematical model describing the flow parameters in dependence on the slope and profile of the river channel has been developed. The model allows calculating flow velocities, dynamic pressure and viscous friction, predicting the evolution of coastal channel lines, the presence of stagnant zones with slow circulation, and predicting the dynamics of bottom drifts and channel overgrowing. Based on the three-dimensional flow of water in the channel with given geometry, numerical calculations by the finite element method are carried out. The flow rates are calculated and the presence of separated stagnant zones with slow circulation in which the channel overgrowth and water quality deterioration could be amplified is shown. Calculations of dynamic pressure and viscous friction shows the presence of areas with increased pressure which, in time, can ruin the riverbanks, contribute to the formation of bottom sediments, and increase the area of ​​stagnant zones with slow circulation. Since there is a system of positive feedbacks in the river ecosystem, the resulting deterioration in circulation and water quality cannot be stopped naturally and require special engineering and hydrogeological measures. The developed model allows planning various specific measures to prevent river erosion and overgrowth, to improve circulation and water quality by introducing the changes into the original geometric model as well as quantifying the changes caused by hydrodynamic factors that affect the evolution of the river system.
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