2017年夏季皮克顿湾地表水循环图

IF 2.4 4区 环境科学与生态学 Q2 WATER RESOURCES Water Quality Research Journal Pub Date : 2018-12-04 DOI:10.2166/WQRJ.2018.011
J. Shore, P. Snell
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引用次数: 1

摘要

2017年3月24日,皮克顿湾一艘部分淹没的驳船发生燃料泄漏,污染了当地城镇的饮用水供应水源。泄漏发生后,根据污染物观测和预测的风力条件,立即做出了有关取水厂运营的管理决策。从管理的角度来看,必须了解系统的所有动力,以指导最佳决策,但不幸的是,没有对皮克顿湾洋流的历史观测,也没有任何深入的数值建模研究来确定该湾的环流模式或流体动力学。本文介绍了使用拉格朗日漂流器收集的地表速度和漂流路径的观测结果,并将这些观测结果与风力三维流体动力学模型的速度场估计值进行了比较。水面漂流者于7月至9月部署,每次部署期间都向西南方向进入海湾,几乎没有转向和漂移出海湾的趋势。模型模拟表明,海湾中的洋流对小规模的局部风很敏感,在西南或东南风条件下,存在将泄漏现场连接到进水管区域的边界流。
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Mapping the summer 2017 surface water circulation of Picton Bay, ON
On March 24, 2017, a fuel spill from a partially submerged barge in Picton Bay contaminated the source water for the drinking water supply of the local township. Immediately after the spill, management decisions regarding the water intake plant operations were made based on contaminant observations and projected wind conditions. From a management perspective, it is essential to understand all the dynamical forcing for a system to direct the best decision-making but, unfortunately, there are no historical observations of currents in Picton Bay or any in-depth numerical modelling studies that have established the circulation patterns or hydrodynamics of the bay. This paper presents observations of surface speeds and drifter pathways collected using Lagrangian drifters and compares the observations to the velocity field estimates from a wind forced three-dimensional hydrodynamic model. Surface drifters were deployed from July to September and moved southwest into the bay during each deployment with almost no tendency to turn and drift out of the bay. Model simulations indicated that currents in the bay are sensitive to small-scale local winds and that a boundary current exists that connects the spill site to the area of the water intake pipes in wind conditions that are to the southwest or southeast.
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CiteScore
4.50
自引率
8.70%
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0
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