Morphodynamics and Sand Volumetric Changes within Engineered Great Lakes Pocket Beaches: Varied Responses to a Meter-scale Lake-level Rise, Chicago Lakefront

IF 2.4 3区 环境科学与生态学 Q3 ENVIRONMENTAL SCIENCES
Christopher R. Mattheus , Katherine N. Braun , Ethan J. Theuerkauf
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Abstract

Lake Michigan’s water level recently rose by >1.5 m, from its historical low (in 2013) to a near-historical high (in 2020). This study evaluates the lake-level rise-associated physiographic and sand volumetric changes at four of Chicago’s engineered urban lakefront embayments. Insights from lowstand and highstand topobathymetric measurements are compared to shoreline morphodynamic trends. The recent low–high phase transition is also compared to that of the mid-1960s through mid-1970s period of lake-level rise, the most similar in terms of magnitude and rate. While embayed beaches of Chicago’s urban lakefront (n>20) responded predictably to lake-level rise, with shoreline recession and overwash into backshore regions a common dynamic, spatial patterns and magnitudes of change were beach-specific and influenced by aspect, infrastructure design, littoral sand availability/supply, and type of beach-management activities. Patterns of shoreline rotation during lake-level rise reflect embayment orientation, groin placement and design, and/or antecedent backshore topographic conditions. Sedimentary dynamics within the enclosed nearshore are predictable along strike and often decoupled from subaerial morphodynamics. This relates, in part, to different sand-supply conditions along the highly fragmented urban littoral system. Sediment interconnectivity between coastal embayments is likely to vary with changes in water level. This topic requires further study. Beach managers should consider local (beach-specific) and regional (sand supply-related) impacts on morphodynamics across subaerial and subaqueous parts of lakefront embayments for climate-change mitigation planning.

大湖袋状滩涂工程中的形态动力学和沙体积变化:对一米级湖面上升的不同反应,芝加哥湖滨
密歇根湖的水位最近上升了 1.5 米,从历史最低点(2013 年)升至接近历史最高点(2020 年)。本研究评估了芝加哥四个工程城市湖滨堤坝与湖面上升相关的地形和沙量变化。低水位和高水位地形测量结果与海岸线形态动力学趋势进行了比较。还将近期的低-高阶段转换与 20 世纪 60 年代中期至 70 年代中期的湖面上升期进行了比较,后者在幅度和速度上最为相似。虽然芝加哥城市湖滨的淤积海滩(20 个)对湖面上升的反应是可以预测的,海岸线后退和冲刷到后岸区域是一个共同的动态变化,但变化的空间模式和幅度是因海滩而异的,并受到地形、基础设施设计、沿岸沙子的可用性/供应以及海滩管理活动类型的影响。湖平面上升期间的海岸线旋转模式反映了河口方向、沟槽位置和设计,以及/或先前的后岸地形条件。封闭近岸内的沉积动力学沿走向是可预测的,通常与海下形态动力学脱钩。这在一定程度上与高度分散的城市沿岸系统沿线不同的供沙条件有关。沿岸堤坝之间的泥沙互联性可能会随着水位的变化而变化。这个问题需要进一步研究。海滩管理者在制定气候变化减缓规划时,应考虑当地(特定海滩)和区域(与海沙供应有关)对湖滨堤岸水下和水下部分形态动力学的影响。
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来源期刊
Journal of Great Lakes Research
Journal of Great Lakes Research 生物-海洋与淡水生物学
CiteScore
5.10
自引率
13.60%
发文量
178
审稿时长
6 months
期刊介绍: Published six times per year, the Journal of Great Lakes Research is multidisciplinary in its coverage, publishing manuscripts on a wide range of theoretical and applied topics in the natural science fields of biology, chemistry, physics, geology, as well as social sciences of the large lakes of the world and their watersheds. Large lakes generally are considered as those lakes which have a mean surface area of >500 km2 (see Herdendorf, C.E. 1982. Large lakes of the world. J. Great Lakes Res. 8:379-412, for examples), although smaller lakes may be considered, especially if they are very deep. We also welcome contributions on saline lakes and research on estuarine waters where the results have application to large lakes.
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