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Dispersion plumes in open ocean disposal sites of dredged sediment

机译:疏浚沉积物开放海洋处置遗址的分散羽毛

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Management of estuarine systems under anthropogenic pressures related to port settlement and development requires thorough understanding about the long-term sediment dynamics in the area. In an era of growing shipping traffic and of ever larger ships; millions of tons of bottom sediments are dredged annually all over the world and the major question concerning dredging operations is not whether they should be done, because it is obvious that they are extremely important and necessary, but where the dredged sediments can be disposed of with the least possible ecological impact. The present study involves the evaluation of transport trends of dredged material from a turbid estuary disposed of in four different open ocean disposal sites using numerical model techniques, aiming to contribute to minimizing potential environmental impacts and maximizing efficiency of the dredging operation. The study is carried out in southern Brazil, investigating the fate of dredged material from the Port of Rio Grande, located inside the Patos Lagoon estuary. Simulations were carried with the TELEMAC-3D model coupled with the suspended sediment (SEDI-3D) module and incorporating results from the wave module (TOMAWAC) to evaluate the dispersion of the suspended sediment plume and its interaction with coastal currents. This modeling structure proved to be a valuable tool to study the hydrodynamics and sediment transport pathways in estuarine and coastal areas. Results indicate that the natural Patos Lagoon coastal plume was observed under the predominant ebb flows and NE winds, promoting fine sediment entrapment south of the mouth of the lagoon (in front of Cassino Beach). The dispersion plumes in the disposal sites responded to the wind intensity and direction and did not present any transport tendency towards Cassino Beach. Part of the dredged sediment disposed of in the proposed alternative sites located in deeper areas (Sites B and C) left the site and was transported parallel to the coast (SW-NE direction) according to the wind direction (NE-SW). The area where the disposal sites were located took around 4 days to recover from the dredging operation and reach the usual suspended sediment concentrations and the actual Port of Rio Grande Licensed Site for dredged material proved to be the best alternative among the investigated options.
机译:与港口沉降和发展有关的人为压力下的河口系统的管理需要彻底了解该地区的长期沉积物动态。在越来越多的运输交通和更大的船舶时代;每年在全世界均疏浚数百万吨底部沉积物,关于疏浚作业的主要问题并不是他们是否应该完成,因为它们是非常重要和必要的,但疏浚沉积物可以与之处理最小的生态影响。本研究涉及使用数值模型技术从四种不同开放的海洋处理场所的浑浊河口的疏浚材料的运输趋势评估,旨​​在有助于最大限度地减少潜在的环境影响和最大化疏浚操作的效率。该研究在巴西南部进行,调查从Rio Grande港口的疏浚材料的命运,位于Patos泻湖河口内部。使用与悬浮沉积物(SEDI-3D)模块相结合的Telemac-3D模型进行仿真,并将来自波模块(TomaWAC)的结果掺入,以评估悬浮沉积物羽流的分散及其与沿海电流的相互作用。这种建模结构被证明是研究河口和沿海地区的流体动力学和沉积物途径的宝贵工具。结果表明,在主要的退潮和NE风中,观察到天然帕多斯泻湖沿海羽流,促进泻湖口中的精细沉积物夹带(在Cassino海滩前)。处置部位中的分散羽呈反应风强和方向,并没有向卡西诺海滩呈现任何运输趋势。在位于更深的区域(位点B和C)的所提出的替代网站中,疏浚沉积物的一部分离开了该部位,并根据风向(NE-SW)平行于海岸(SW-NE方向)运输。处理场地所在的地区大约需要4天才能从疏浚操作中恢复,并达到通常的悬浮沉积物浓度和Rio Grande许可的实际港口,用于疏浚物品,被证明是调查选择中的最佳替代方案。

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    《Oceanographic Literature Review》 |2021年第5期|1009-1009|共1页
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