United States Geological Survey, Great Lakes Science Center, Lake Michigan Ecological Research Station, 1100 North Mineral Springs Road, Porter, Indiana 46304, USA.
Environ Sci Technol. 2010 Sep 1;44(17):6731-7. doi: 10.1021/es100797r.
A Chicago beach in southwest Lake Michigan was revisited to determine the influence of nearshore hydrodynamic effects on the variability of Escherichia coli (E. coli) concentration in both knee-deep and offshore waters. Explanatory variables that could be used for identifying potential bacteria loading mechanisms, such as bed shear stress due to a combined wave-current boundary layer and wave runup on the beach surface, were derived from an existing wave and current database. The derived hydrodynamic variables, along with the actual observed E. coli concentrations in the submerged and foreshore sands, were expected to reveal bacteria loading through nearshore sediment resuspension and swash on the beach surface, respectively. Based on the observation that onshore waves tend to result in a more active hydrodynamic system at this embayed beach, multiple linear regression analysis of onshore-wave cases further indicated the significance of sediment resuspension and the interaction of swash with gull-droppings in explaining the variability of E. coli concentration in the knee-deep water. For cases with longshore currents, numerical simulations using the Princeton Ocean Model revealed current circulation patterns inside the embayment, which can effectively entrain bacteria from the swash zone into the central area of the embayed beach water and eventually release them out of the embayment. The embayed circulation patterns are consistent with the statistical results that identified that 1) the submerged sediment was an additional net source of E. coli to the offshore water and 2) variability of E. coli concentration in the knee-deep water contributed adversely to that in the offshore water for longshore-current cases. The embayed beach setting and the statistical and numerical methods used in the present study have wide applicability for analyzing recreational water quality at similar marine and freshwater sites.
密歇根湖南部的一个芝加哥海滩被重新考察,以确定近岸水动力效应对膝深和近海水中大肠杆菌(E. coli)浓度变化的影响。从现有的波浪和水流数据库中推导出了一些解释变量,这些变量可用于识别潜在的细菌加载机制,如由于波浪-水流边界层和海滩表面波涌的综合作用导致的床面剪切应力。推导出的水动力变量以及在水下和前滩沙中实际观测到的大肠杆菌浓度,预计将分别揭示通过近岸泥沙再悬浮和海滩表面冲刷的细菌加载机制。基于在这个有湾的海滩上,向岸波往往会导致更活跃的水动力系统的观测结果,对向岸波情况的多元线性回归分析进一步表明了泥沙再悬浮和冲刷与海鸥粪便相互作用对解释膝深水中大肠杆菌浓度变化的重要性。对于有沿岸流的情况,使用普林斯顿海洋模型进行的数值模拟揭示了湾内的水流循环模式,这些模式可以有效地将冲刷带中的细菌带入湾内海滩水的中心区域,并最终将其释放出湾外。湾内的循环模式与统计结果一致,这些结果表明:1)水下沉积物是向近海水中额外的大肠杆菌源;2)膝深水中大肠杆菌浓度的变化对沿岸流情况下的近海水中大肠杆菌浓度产生不利影响。本研究中使用的湾内海滩环境和统计与数值方法具有广泛的适用性,可用于分析类似海洋和淡水场所的娱乐用水水质。