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Analysis of stagnation points for a pumping well in recharge areas

机译:补给区抽水井停滞点分析

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Stagnation points in groundwater flow fields delineate different flow regions by the separation streamlines passing through them. Stagnation-point analysis can hereby provide a useful tool in streamline delineation as well as in hydraulic control. In the present work, we present a stagnation-point analysis for a flow field created by a pumping well in recharge areas. This scenario is of great interest since it is very common in practice for pumping wells to be located inside or near a recharge area. A typical case is that an irrigation system is fed by groundwater pumped from an inside well. By performing stagnation-point analysis, it is found that the behavior of the created flow field under study is not only determined by the magnitudes of specific parameters such as pumping rate, regional flow rate, infiltration rate, recharge area, and well location, but also related to the interrelation of these parameters. Applying the properties of the potential Hessian matrix at stagnation points, we also identified the nature of stagnation points (e.g., maximum, minimum, or saddle point) assuming that the pumping well locates at the center of the recharge area. In addition, we delineated the streamlines by tracing streamlines starting from the stagnation points. The orientation of the separation streamlines is determined by the potential Hessian matrix. Generally, for a well with a relatively high pumping rate, there is one, and only one stagnation point outside the recharge area, since all infiltration and partial regional flow are pumped by the well. For a well inside the recharge area with a relatively low pumping rate, however, it is found that there are always three stagnation points, because infiltration is surplus for providing the well extraction, which results in the separation streamlines outside the recharge area and eventually forms a third stagnation point. Under certain field conditions, cases of two stagnation points can occur, and these critical conditions have also been identified.
机译:地下水流场中的停滞点通过穿过它们的分离流线来描绘不同的流动区域。驻点分析可以在流线轮廓以及液压控制中提供有用的工具。在目前的工作中,我们对补给区的抽水井产生的流场进行了滞点分析。这种情况引起了极大的兴趣,因为在实践中将井抽到补给区内或附近很普遍。典型的情况是灌溉系统由从内部井中抽出的地下水供给。通过停滞点分析,发现所研究流场的行为不仅取决于特定参数的大小,例如抽水率,区域流速,渗透率,回灌面积和井位,而且也与这些参数的相互关系有关。假设抽水井位于补给区的中心,我们在停滞点应用潜在的Hessian矩阵的属性,我们还确定了停滞点的性质(例如,最大,最小或鞍点)。此外,我们通过从停滞点开始跟踪流线来描述流线。分离流线的方向由潜在的Hessian矩阵确定。通常,对于抽水率较高的一口井,在补给区外只有一个停滞点,只有一个停滞点,因为所有渗透和部分区域流量都被该抽水井抽出。然而,对于抽水速率相对较低的补给区内的一口井,发现总是存在三个停滞点,因为渗透不足以提供井抽出,这导致了补给区外的分离流线并最终形成第三停滞点。在某些野外条件下,可能会出现两个停滞点的情况,而且这些关键条件也已被确定。

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