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INFILTRATION AND EXFILTRATION ON A STEEP GRAVEL BEACH: IMPLICATIONS FOR SEDIMENT TRANSPORT

机译:陡峭砾石海滩上的渗入和渗出:对泥沙运输的影响

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Simultaneous high frequency field measurements of water depth, flow velocity and groundwater elevation, coincident with observations of bed level change were made across the swash zone of a steep gravel beach. Groundwater oscillations were forced directly by swash events on the beachface but the antecedent elevation of the water table was important in determining the net groundwater response. The instantaneous swash flux was used as an indicator of infiltration/exfiltration and was highly asymmetric across the swash zone. A region of strong infiltration in the midto- upper-swash termed the Swash Recharge Zone (SRZ) and a transition region in the lower-swash where infiltration/exfiltration balance were identified. Morphological change over the tidal cycle was exclusively onshore and associated with berm construction. Accretion occurred close to the uprush limit within the SRZ whilst morphological change across the transition region was minimal. It is suggested that swash volume asymmetry caused by infiltration in the SRZ biases sediment transport onshore by reducing the sediment transport competency of the backwash.
机译:在陡峭的砾石滩的斜流带,对水深,流速和地下水高程进行了同时高频场测量,与床位变化的观测结果相吻合。海滩表面的冲刷事件直接导致了地下水的振荡,但是地下水位的先行升高对于确定地下水净响应很重要。瞬时斜率通量用作渗透/渗出的指标,并且在整个斜率区高度不对称。在中上斜流中强烈的渗透区称为斜流补给区(SRZ),而在下斜流中的过渡区则确定了渗透/渗流平衡。潮汐周期的形态变化仅发生在陆上,并且与护堤的建造有关。 SRZ内的吸积量接近上冲极限,而过渡区域的形态变化很小。建议由SRZ渗透引起的冲积量不对称性会通过降低反冲洗物的泥沙输送能力而使陆上泥沙输送产生偏差。

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