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Coupled 3-D stream flow and hyporheic flow model under varying stream and ambient groundwater flow conditions in a pool-riffle system

机译:池-浅水系统中变化的水流和周围地下水流条件下的3-D水流耦合和流变流模型

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摘要

Exchange of water and solutes across the stream-sediment interface is an important control for biogeochemical transformations in the hyporheic zone (HZ). In this paper, we investigate the interplay between turbulent stream flow and HZ flow in pool-riffle streams under various ambient groundwater flow conditions. Streambed pressures, derived from a computational fluid dynamics (CFD) model, are assigned at the top of the groundwater model, and fluxes at the bottom of the groundwater model domain represent losing and gaining conditions. Simulations for different Reynolds numbers (Re) and pool-riffle morphologies are performed. Results show increasing hyporheic exchange flows (m~3/d) for larger Re and a concurrent decrease in residence time (RT). Losing and gaining conditions were found to significantly affect the hyporheic flow field and diminish its spatial extent as well as rates of hyporheic exchange flow. The fraction of stream water circulating through the hyporheic zone is in the range of × 10~(-5) to × 10~(-6) per meter stream length, decreasing with increasing discharge. Complex distributions of pressure across the streambed cause significant lateral hyporheic flow components with a mean lateral travel distance of 20% of the longitudinal flow paths length. We found that the relationship between pool-riffle height and hyporheic exchange flow is characterized by a threshold in pool-riffle amplitude, beyond which hyporheic exchange flow becomes independent of riffle height. Hyporheic residence time distributions (RTD) are log-normally distributed with medians ranging between 0.7 and 19 h.
机译:跨流-沉积物界面的水和溶质交换是流变区(HZ)中生物地球化学转变的重要控制。在本文中,我们研究了在各种环境地下水流条件下,水池浅滩流中湍流与HZ流之间的相互作用。从计算流体动力学(CFD)模型得出的河床压力分配在地下水模型的顶部,地下水模型域底部的通量表示损失和获得的条件。对不同的雷诺数(Re)和池纹形态进行了仿真。结果表明,对于较大的Re来说,增加的交换流量(m〜3 / d)和同时减少的停留时间(RT)。发现损失和增加条件会显着影响流变流场并减小其空间范围以及流变交换流的速率。流经水流带的水流分数在每米水流长度×10〜(-5)至×10〜(-6)的范围内,随排放量的增加而降低。跨河床的压力的复杂分布会导致明显的横向流变流分量,平均横向行进距离为纵向流路长度的20%。我们发现池壁高度与流线型交换流量之间的关系以池流片振幅的阈值为特征,超过该阈值,流线交换流量就变得与流线型高度无关。亲水性停留时间分布(RTD)呈对数正态分布,中位数介于0.7到19 h之间。

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  • 来源
    《Water resources research》 |2013年第9期|5834-5850|共17页
  • 作者单位

    Department of Hydrogeology, Helmholtz Centre for Environmental Research-UFZ, Permoserstrasse 15, Leipzig DE-04318, Germany,Water and Earth System Science (WESS) Competence Cluster, Tuebingen, Germany;

    Department of Hydrogeology, Helmholtz Center for Environmental Research-UFZ, Leipzig, Germany;

    Department of Hydrogeology, Helmholtz Center for Environmental Research-UFZ, Leipzig, Germany;

    Department of Hydrogeology, Helmholtz Center for Environmental Research-UFZ, Leipzig, Germany,Water and Earth System Science (WESS) Competence Cluster, Tuebingen, Germany;

    Department of Hydrogeology, Helmholtz Center for Environmental Research-UFZ, Leipzig, Germany;

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