水-沉积物界面流入和流出引起的暗沉带厚度波动

Xunhong Chen
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引用次数: 3

摘要

确定河流中潜流带的厚度是研究河流-含水层相互作用的重要步骤。了解潜流带的厚度在河流恢复中是有用的。然而,由于缺乏此类研究的标准技术,对给定河流河段的潜流带厚度的评估仍然是研究人员面临的一项挑战。本文提出了能够模拟潜流带厚度的伽辽金有限元流动模型和流函数模型。流和流函数方程求解了二维剖面域,可以跨越流或平行于流。描述了求解流动和流函数方程的数值格式以及边界条件的处理。假设的河流被用来模拟由河流-沉积物界面上的流入和流出的大小对隐隐带厚度的控制。建立了地下水流速度场,以考察地下潜流带的流动动力学。潜流带地下水流速的大小大于区域地下水流速的大小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fluctuation of hyporheic zone thickness due to inflow and outflow across the water-sediment interface
Determination of hyporheic zone thickness in streams is an important step for study of stream-aquifer interactions. Knowledge about hyporheic zone thickness is useful in stream restoration. However, because there is a lack of standard techniques for such study, evaluation of the hyporheic zone thickness for a given stream reach remains a challenge task for researchers. This paper presents Galerkin finite element flow and stream function models that can simulate the hyporheic zone thickness. The flow and stream function equations are solved for 2-D profile domains that can be across a stream or parallel to a stream. The numeral schemes for solving the flow and stream function equations and the treatment of boundary conditions are described. Hypothetical streams are used for simulation of the control of hyporheic zone thickness by the magnitude of inflow and outflow that occur at the stream-sediment interface. Groundwater flow velocity field is generated to examine the flow dynamics in hyporheic zones. The magnitude of groundwater flow velocity in hyporheic zone is greater than that of regional groundwater flow.
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