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Modeling Colloid-Facilitated Contaminant Transport in the Vadose Zone

机译:在渗流区建模胶体促进的污染物迁移

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Subsurface colloids can enhance the movement of strongly sorbing contaminants, a phenomenon called colloid-facilitated contaminant transport. In the presence of mobile subsurface colloids, contaminants may move faster and farther than in the absence of colloids, thereby bypassing the filter and buffer capacity of soils and sediments. Fate and transport models neglecting colloid-facilitated transport therefore often underpredict contaminant movement. Long-term predictions of contaminant fate and transport as well as risk assessment rely on an accurate representation of subsurface processes, and in the case of strongly sorbing contaminants, need to consider mobile colloids as potential contaminant carriers. The purpose of this review is to discuss thecurrent knowledge and recent developments of modeling colloid-facilitated contaminant transport in the vadose zone. The main part of this review is devoted to the discussion of conceptual models used to describe colloid-facilitated contaminant transportin the vadose zone and their mathematical implementation. Modeling of colloid-facilitated contaminant transport involves various interactions, including colloid attachment to and detachment from the solid matrix and the air–water interface, contaminantadsorption to and desorption from colloids and transport with mobile colloids, and contaminant adsorption to and desorption from the solid matrix. Most of these processes in colloid-facilitated contaminant transport models have been described by first-or second-order kinetics. The unique feature of the vadose zone is the presence of an air phase, which affects colloid and contaminant transport in several ways. Colloids can be trapped in immobile water, strained in thin water films and in the smallestregions of the pore space, or attached to the air–water interface itself. The modeling of colloid-facilitated contaminant transport in the vadose zone has mostly been theoretical, and tested only with column experiments; field applications are still lacking.
机译:地下胶体可​​以增强强吸附性污染物的运动,这种现象称为胶体促进污染物的迁移。在存在可移动的地下胶体的情况下,与没有胶体的情况相比,污染物的移动速度可能更快,更远,从而绕过土壤和沉积物的过滤和缓冲能力。因此,忽略胶体促进运输的命运和运输模型常常低估了污染物的运动。污染物归宿和运输的长期预测以及风险评估都依赖于地下过程的准确表示,并且在强烈吸附污染物的情况下,需要考虑将胶体作为潜在的污染物载体。这篇综述的目的是讨论在渗流区中胶体促进污染物运移建模的当前知识和最新进展。本文的主要部分致力于概念模型的讨论,这些模型用于描述胶体促成的污染物在渗流区内的迁移及其数学实现。胶体促进污染物迁移的模型涉及各种相互作用,包括胶体与固体基质和空气-水界面的附着和分离,污染物对胶体的吸附和解吸以及与可移动胶体的迁移以及污染物对固体基质的吸附和解吸。胶体促进污染物迁移模型中的大多数过程已通过一阶或二阶动力学描述。渗流区的独特之处在于存在气相,它以多种方式影响胶体和污染物的运输。胶体可以被困在固定的水中,被滤在薄的水膜中和孔隙空间的最小区域中,或者附着在空气-水界面本身上。胶体促进污染物在渗流带中的迁移的模型大部分是理论上的,并且仅通过柱实验进行了测试;现场应用仍然缺乏。

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