Patmont Clay, LaRosa Paul, Narayanan Raghav, Forrest Casey
Anchor QEA, Seattle, Washington, USA.
Anchor QEA, Amesbury, Massachusetts, USA.
Integr Environ Assess Manag. 2018 May;14(3):335-343. doi: 10.1002/ieam.4032. Epub 2018 Mar 14.
The presence and magnitude of sediment contamination remaining in a completed dredge area can often dictate the success of an environmental dredging project. The need to better understand and manage this remaining contamination, referred to as "postdredging residuals," has increasingly been recognized by practitioners and investigators. Based on recent dredging projects with robust characterization programs, it is now understood that the residual contamination layer in the postdredging sediment comprises a mixture of contaminated sediments that originate from throughout the dredge cut. This mixture of contaminated sediments initially exhibits fluid mud properties that can contribute to sediment transport and contamination risk outside of the dredge area. This article reviews robust dredging residual evaluations recently performed in the United States and Canada, including the Hudson River, Lower Fox River, Ashtabula River, and Esquimalt Harbour, along with other projects. These data better inform the understanding of residuals generation, leading to improved models of dredging residual formation to inform remedy evaluation, selection, design, and implementation. Data from these projects confirm that the magnitude of dredging residuals is largely determined by site conditions, primarily in situ sediment fluidity or liquidity as measured by dry bulk density. While the generation of dredging residuals cannot be avoided, residuals can be successfully and efficiently managed through careful development and implementation of site-specific management plans. Integr Environ Assess Manag 2018;14:335-343. © 2018 The Authors. Integrated Environmental Assessment and Management Published by Wiley Periodicals, Inc. on behalf of Society of Environmental Toxicology & Chemistry (SETAC).
在已完成疏浚的区域中残留的沉积物污染的存在情况和程度,往往能够决定一项环境疏浚工程的成败。从业者和研究人员越来越认识到,有必要更好地理解和管理这种残留污染,即“疏浚后残余物”。基于近期开展的具有完善表征计划的疏浚项目,现在人们了解到,疏浚后沉积物中的残留污染层是由来自整个疏浚区域的受污染沉积物混合而成的。这种受污染沉积物的混合物最初呈现出流体泥浆的特性,这可能会导致沉积物在疏浚区域外迁移并带来污染风险。本文回顾了近期在美国和加拿大进行的全面的疏浚残余物评估,包括哈德逊河、下福克斯河、阿什塔比拉河和埃斯奎莫尔特港的评估,以及其他项目。这些数据有助于更好地理解残余物的产生,从而改进疏浚残余物形成模型,为补救措施的评估、选择、设计和实施提供参考。这些项目的数据证实,疏浚残余物的数量在很大程度上取决于场地条件,主要是通过干容重测量的原地沉积物流动性。虽然无法避免疏浚残余物的产生,但通过精心制定和实施针对具体场地的管理计划,可以成功且高效地管理残余物。《综合环境评估与管理》2018年;14:335 - 343。© 2018作者。《综合环境评估与管理》由威利期刊公司代表环境毒理学与化学学会(SETAC)出版。