Deposition of dredged sediment at open water sites

Henry J. Bokuniewicz , Robert B. Gordon
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引用次数: 26

Abstract

Silt-clay dredge spoil released at the surface of near-shore waters is deposited on the sea floor within a few hundred meters of its impact point. Only a few percent of the spoil is lost into the water column in most disposal operations. Surveys of the deposits formed by the controlled release of dredged sediment show some to be compact (presenting minimum surface area to the ambient water) and others dispersed (extending over a large area as a thin layer). The principal factor controlling the degree of dispersion during placement is the cohesion of the spoil. Disaggregated spoil is deposited from a turbidity current in a thin annulus, aggregated or cohesive spoil, in a compact pile of discrete blocks or ‘clods’. Formation of a compact deposit of spoil requires that the clods survive impact with the bottom; their kinetic energy must be absorbed in plastic deformation without clod rupture. The impact speed and the kinetic energy density are calculated for free fall of clods in water. Laboratory measurements are made of the deformation-rate dependence of the mechanical work done to rupture clods of silt-clay marine sediment in impact. These show that plastic deformation will dissipate the impact energy for clods less than 0·8 m in diameter; larger clods will break up upon impact. Field observations confirm the presence of clods smaller than this in deposits of cohesive spoil. The disposal processes responsible for the formation of spoil deposits are insensitive to the water depth and current speed. A compact spoil deposit is most likely to result when cohesive sediment is dredged with a clam shell bucket and released in small quantities at low speed over a soft-bottomed disposal area.

疏浚沉积物在开放水域的沉积
近岸水域表面释放的淤泥质粘土疏浚弃土沉积在其撞击点几百米范围内的海底。在大多数处理作业中,只有百分之几的弃土流失到水柱中。对疏浚沉积物控制释放形成的沉积物的调查显示,一些沉积物是致密的(对环境水的表面积最小),另一些沉积物是分散的(以薄层的形式在大面积上延伸)。控制浇筑过程中分散程度的主要因素是弃土的内聚力。分解的弃土是由浊流沉积在薄环空中,聚集的或粘性的弃土,在离散块或“土块”的紧凑堆中。形成致密的弃土矿床需要土块能够承受与底部的冲击;它们的动能必须在塑性变形中被吸收,而不会发生土块破裂。计算了土块在水中自由下落的冲击速度和动能密度。实验室测量了在撞击中破坏淤泥-粘土海洋沉积物土块所做的机械工作的变形率相关性。这些结果表明,对于直径小于0.8 m的土块,塑性变形会耗散冲击能量;较大的土块在撞击时会破裂。现场观察证实,粘性弃土沉积物中存在比这更小的土块。造成弃土堆积的处理过程对水深和流速不敏感。当用蛤壳桶疏浚粘性沉积物,并在软底处置区以低速少量释放时,最有可能形成致密的弃土场。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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