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Lower-Impact Sediment Cap Design: Using Natural “Armoring” Processes in the Design and Construction of Subaqueous Sediment Caps

机译:较低影响的泥沙盖设计:在水下泥沙盖的设计和建造中使用自然的“装填”工艺

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Background. Subaqueous sediment containment caps are typically designed and constructedassuming multiple layers comprising specific particle sizes. For example, a capmay include one layer of sand to provide isolation of the contaminants covered by an“armor” layer of gravel/rock to prevent erosion of the isolation layer. The cap design willtypically specify a particular d50 (mean particle diameter) to be used in each layer of thecap. Obtaining the specified particle sizes requires identifying borrow sources that cansometimes be a significant distance from the project location. The quarries/sand andgravel operations used to provide capping materials consume fuel and produce emissionsduring their operations, and transporting large quantities of materials to the project sitealso consumes resources and has environmental impacts.This paper will discuss an alternative method for designing a sediment cap that relieson natural “armoring” processes and thereby allows for the use of less resource-intensivesources of capping materials. The approach is based on research by Gessler (1970) to estimatethe change of a soil/sediment grain size distribution due to winnowing of finesfrom the surface by the shear forces of flowing water. This process is known as “armoring”and Gessler found that the final particle size distribution of the soil can be estimatedbased on surface water shear stress. In principle, a sediment cap could be designed usingthe least expensive or least environmentally damaging source of capping material, ratherthan by specifying an exact grain size for each layer of the cap. Using this method toestimate the natural armoring process in a river for the design of a sediment cap canallow for:1.Reduction in costs by allowing the use of a local source with a mixed particle sizedistribution that may not otherwise be accepted2.Reduction in greenhouse gas emissions, resource consumption, and habitat destructionby reducing the reliance on distant sand and gravel operations that wouldnormally need to be used to obtain specific particle sizes3.Use of simpler construction methods, which lead to faster cap placement at a lowercost and with less fuel consumption/environmental impact4..Greater long-term sustainability of the cap because of the reliance on natural processesto establish a stable armoring layerThe authors have adapted this method for use in designing caps for tailings impoundments.The paper will present an example of a very effective cap constructed based onthis theory using a local source of fill material with a mixed particle size distributionrather than a uniform cap.
机译:背景。水下沉积物密闭盖的设计和制造 假设包含特定粒径的多层。例如,一个帽子 可能包括一层沙子,以隔离被 砾石/岩石的“装甲”层,以防止隔离层受到侵蚀。瓶盖设计将 通常会指定在d的每一层中使用的特定d50(平均粒径) 帽。要获得指定的粒度,需要确定可以 有时离项目位置很远。采石场/沙子和 用于提供封盖材料的砾石作业消耗燃料并产生排放 在运营过程中,将大量材料运输到项目现场 还消耗资源并具有环境影响。 本文将讨论一种依赖于设计沉积物盖的替代方法 自然的“装甲”过程,从而允许使用较少的资源密集型 封盖材料的来源。该方法基于Gessler(1970)的研究来估算 细粒风选引起的土壤/沉积物粒度分布的变化 通过流动的水的剪切力从表面脱离。此过程称为“装甲” Gessler发现土壤的最终粒径分布可以估算 基于地表水剪切应力。原则上,可以使用以下方法设计泥沙盖 最便宜或对环境造成破坏的封盖材料来源, 而不是为瓶盖的每一层指定确切的晶粒尺寸。用这种方法 估算河流的自然装甲过程,以设计沉积物盖 允许: 1.通过允许使用混合粒度的本地源来降低成本 否则可能无法接受的发行 2.减少温室气体排放,资源消耗和栖息地破坏 通过减少对遥远的沙子和砾石作业的依赖 通常需要使用以获得特定的粒度 3.使用更简单的施工方法,从而以更低的速度更快地放置瓶盖 成本低,油耗/环境影响小 4.由于对自然过程的依赖,因此上限具有更大的长期可持续性 建立稳定的装甲层 作者将这种方法改编用于设计尾矿库的盖。 本文将提供一个基于以下内容构造非常有效的上限的示例 该理论使用具有混合粒度分布的填充材料的本地来源 而不是统一的上限。

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