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首页> 外文期刊>Journal of Hydrology >Exchange across a sediment-water interface withambient groundwater discharge
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Exchange across a sediment-water interface withambient groundwater discharge

机译:穿过沉积物-水界面的交换,周围有大量的地下水排放

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We investigate the interaction between turbulent water-column flow, current-topography-driven flow in underlying permeable sediments, and ambient groundwater discharge (AGD) from/to deep groundwater. Turbulent flow in the water column is simulated using a k-omega model and linked to a Darcian model of pore-water flow. AGD reduces the spatial extent of the current-topography driven interfacial exchange zone (IEZ) within the sediments and prevents its development when turbulent flow cannot induce sufficient pressure gradients along the sediment-water interface (SWI) to overcome AGD. A Morgan-Mercer-Flodi-type model describes how the presence and size of the IEZ depends on water-column Reynolds number (Re) and AGD, while the IEZ flux dependence is described by a power model. The mean residence time of water flowing through the IEZ is large at low Re, when the IEZ is of limited spatial extent, decreases at higher Re when the IEZ is more extensive, and decreases with the presence of AGD. Although metrics for interfacial exchange (size, flux and,mean residence time) took similar for both upward and downward AGD, the geometry of the IEZ is different. For upward AGD, the IEZ is centered on the bottom-pressure maximum along the stoss face of dunes, near where the watercolumn eddy reattaches. Deep groundwater upwells near the bottom-pressure minimum which is located at the crest. Under downward AGD, the IEZ forms around the pressure minimum at the crest. The water column downwells near the bottom-pressure maximum along the stoss face, some water downwelling deep into the sediments and not returning to the SWI. (c) 2007 Elsevier B.V. All rights reserved.
机译:我们研究湍流的水柱流,下面的可渗透沉积物中当前地形驱动的流与深层地下水之间的地下水排放量(AGD)之间的相互作用。使用k-omega模型模拟水柱中的湍流,并将其与孔隙水流的Darcian模型关联。当湍流不能沿沉积物-水界面(SWI)引起足够的压力梯度来克服AGD时,AGD减小了沉积物中当前地形驱动的界面交换区(IEZ)的空间范围,并阻止了其发展。 Morgan-Mercer-Flodi类型的模型描述了IEZ的存在和大小如何取决于水柱雷诺数(Re)和AGD,而IEZ的通量依赖性由功率模型描述。当IEZ的空间范围有限时,流经IEZ的水的平均停留时间较长,当IEZ的空间范围有限时,其停留时间较长;当IEZ较宽时,在Re较高的情况下,平均停留时间会减小,并且随着AGD的存在而减小。尽管向上和向下AGD的界面交换指标(大小,通量和平均停留时间)相似,但IEZ的几何形状却不同。对于向上的AGD,IEZ沿沙丘变硬面(靠近水柱涡流重新附着的位置)的最大底部压力居中。深水向上流至波峰处的最低最低压力附近。在向下的AGD下,IEZ在波峰处的最小压力附近形成。水柱向下沿突面的最大压力下降,接近井底,一些水向下下降至沉积物的深处,而不返回至SWI。 (c)2007 Elsevier B.V.保留所有权利。

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