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Contaminated Sediment and Groundwater Discharge to an Estuarine River and Implications for Regulatory Compliance

机译:污染的沉积物和地下水排放到河口河流和监管遵守的影响

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This case study describes a remedial evaluation and feasibility study of a complex groundwater/sediment interaction in a tidal estuary in southern Australia. A detailed hydraulic characterization of the site was undertaken which considered the tidal dynamics. The characterization included the use of a series of transects of multilevel piezometers across the multilayered terrestrial aquifer system and across the remnant intertidal zone. Real-time dynamic water level monitoring was conducted which elucidated the response and interaction of the groundwater system to the tidal elevation. Seepage meters were used to measure the pore water discharge rates and also confirmed the hydraulic head data which inferred pore water discharge on the ebb tide and infiltration of seawater on the rising tide. Stable isotope data independently confirmed the existence of a mixing zone within the intertidal sediments confirming that pore water was largely of marine origin. The data from the field characterization was subsequently used to calibrate a transient numerical groundwater model of the aquifer interaction with the tidal river. The calibrated model was then used to examine the implications of a number of potential remedial scenarios. The preferred remedial scenario was the removal of a 5 m wide zone of contaminated intertidal sediments and contaminated fill. The material would then be replaced with a clean buffer zone to allow for pore water discharge to meet regulatory levels based on the establishment of a suitable mixing zone in the absence of highly leachable contaminated sediments/fill at the site/river boundary.
机译:本案例研究描述了在澳大利亚南部的一个潮汐河口复杂的地下水/沉积物相互作用的补救评估和可行性研究。该网站的详细液压鉴定,将其进行考虑的潮汐动力。表征包括使用一系列跨多层地面含水层系统和整个残潮间带多测压计的样带的。实时动态水位监测被进行,其阐明了地下水系统的潮位的响应和交互。渗流米用来测量孔隙水排放率,也印证了其推断的退潮和海水浸润在涨潮孔隙水排出液压头数据。稳定同位素数据独立证实潮间带沉积物证实孔隙水内的混合区的存在主要是的海洋来源。从场特征的数据随后被用来校准一个瞬态数值地下水与潮汐河流蓄水层相互作用的模型。然后将校准的模型被用来研究了许多潜在的补救方案的含义。优选的补救方案是去除污染潮间沉积物和污染填充的5米宽区。该材料随后将被用干净的缓冲区替换,以允许孔隙水排出,以满足基于在站点/河流边界不存在高度可浸出的受污染的沉积物/填充的建立合适的混合区的调节水平。

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