首页> 外文会议>Annual conference of the Canadian Society for Civil Engineering 2011 >A Coupled Surface Water/Groundwater Model to Evaluate Residence Time and Location of the Hyporheic Flow in a Pool and Riffle Sequence
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A Coupled Surface Water/Groundwater Model to Evaluate Residence Time and Location of the Hyporheic Flow in a Pool and Riffle Sequence

机译:耦合的地表水/地下水模型,用于评估池和Riffle序列中滞留时间和渗流的位置

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The hyporheic zone in pool and riffle sequences is recognized to be important for fish spawning as well as surface water/groundwater interactions. In this study, steady state water surface elevations are calculated and the groundwater flow is then modeled by using either a simple one-dimensional (1D) Dupuit approach or a two-dimensional (2D) horizontal/vertical model in boundary fitted coordinates. The model calculates the average residence time of hyporheic flow and the location of upwelling and downwelling discharges for an idealized pool and riffle sequence. A correction equation is established to get an easy and accurate estimate for residence time in (2D) model based on information obtained from solving the (1D) model. The maximum relative error in calculating the residence time in (2D) using the correction equation is found 10%. In all the runs, it is clear that the downwelling discharges are found at the downstream location of the pool while the upwelling discharges are found at the downstream location of the riffle. The maximum spatial difference between upwelling locations in the (1D) and (2D) groundwater model is found to be 2.25% of one wave length while the maximum difference between the downwelling locations is found to be 14.46% of one wave length. The (1D) groundwater model gives reasonable results in estimating the upwelling location.
机译:水池和浅滩序列中的次流带对于鱼类产卵以及地表水/地下水的相互作用很重要。在这项研究中,计算出稳态水面高程,然后在边界拟合坐标中使用简单的一维(1D)Dupuit方法或二维(2D)水平/垂直模型对地下水流量进行建模。该模型针对理想化的水池和浅滩序列计算平均水流滞留时间,以及上涌和下涌排放的位置。基于从求解(1D)模型获得的信息,建立了一个校正方程,以便轻松,准确地估计(2D)模型中的停留时间。发现使用校正方程计算在(2D)中的停留时间时的最大相对误差为10%。在所有运行中,很明显,在池子的下游位置发现了下流排放物,而在浅滩的下游位置发现了上流排放物。在(1D)和(2D)地下水模型中,上升流位置之间的最大空间差异为一波长的2.25%,而下降流位置之间的最大空间差异为一波长的14.46%。 (1D)地下水模型在估算上升流位置时给出了合理的结果。

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