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Spreading of sediment due to underwater blasting and dredging: Field observations from quay construction in Sisimiut, Greenland

机译:水下爆破和疏ging造成的沉积物扩散:格陵兰岛西西缪特码头建设现场观察

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The primary objectives of this study were to quantify the spreading of suspended sediment from underwater blasting and subsequent dredging of bedrock and to understand the physical processes governing the spreading of suspended sediment due to underwater blasting. The investigations were carried out in connection with the construction of a new quay at the existing harbour of Sisimiut, Greenland. Subsequent to the largest of a series of underwater blasts, the distribution of suspended sediment in the water column at and around the construction site was observed using a CTD (Conductivity, Temperature, Depth) equipped with a turbidity meter. The observations show that sediment was brought into suspension near the surface and at internal density gradients in the water column, where it became subject to prevailing flow conditions. The observations further show what was probably a turbidity current, flowing down the steeply sloping seabed away from the construction site. The spreading of sediment due to this turbidity current could not be assessed, but could have been considerable. Observations made using sediment traps over much of the period of construction show that the total spreading of sediment was roughly the same for blasting of bedrock and dredging of the blasted material and that much of the sediment that was brought into suspension settled near the construction site. Furthermore, these observations indicate that blasting leads to a wider spreading of sediment, but that dredging leads to a wider spreading of the organic part of the sediment. Almost all material less than 2 gm, including surficial clay minerals and much organic material, was transported away from the construction site and its vicinity, which could imply mobilization and export of pollutants. Environmental impacts of suspended sediment from underwater blasting, which could include coverage of the benthos or increased turbidity, can be managed by timing the blast favourably relative to currents, waves and stratification. It is argued that the environmental impact of blasting can be minimized by decreasing or maybe even increasing the spreading of sediment, depending on, e.g., the resilience of the flora and fauna and the surficial sediment and the pollution therein. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究的主要目的是量化水下爆破和随后的基岩疏from产生的悬浮沉积物的扩散,并了解控制水下爆破引起的悬浮沉积物扩散的物理过程。调查是与格陵兰岛西西缪特现有港口的新码头建设相关的。在一系列水下爆炸中最大的爆炸之后,使用配备浊度计的CTD(电导率,温度,深度)观察了施工现场及其周围水柱中悬浮沉积物的分布。观测结果表明,沉积物在水柱附近以表面密度和内部密度梯度进入悬浮状态​​,并在其中处于主要流动状态。观测结果进一步表明,可能是浑浊的水流,流向远离施工现场的陡峭倾斜的海床。由于这种浑浊流导致的沉积物扩散无法评估,但可能相当可观。在整个施工期间的大部分时间内,使用沉积物捕集器进行的观测表明,沉积物的总扩散与基岩爆破和爆破材料的疏roughly大致相同,并且进入悬浮液的大部分沉积物都沉降在施工现场附近。此外,这些观察结果表明,爆破导致沉积物散布更广泛,而疏ging导致沉积物有机物散布更广泛。几乎所有小于2克的材料,包括表层粘土矿物和许多有机材料,都被运离施工现场及其附近,这可能意味着污染物的动员和出口。水下爆破产生的悬浮沉积物对环境的影响(可能包括底栖生物的覆盖或浊度的增加),可以通过相对于海流,波浪和分层有利地控制爆破的时间来控制。据认为,爆破对环境的影响可以通过减少甚至增加沉积物的散布来最小化,这取决于例如动植物群和表层沉积物的弹性以及其中的污染。 (C)2015 Elsevier Ltd.保留所有权利。

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