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采用三模态絮凝模型与 TELEMAC 耦合,对室内和现场河口淤泥进行研究。

A tri-modal flocculation model coupled with TELEMAC for estuarine muds both in the laboratory and in the field.

机构信息

Hydraulics Laboratory, Department of Civil Engineering, Katholieke Universiteit Leuven, Kasteelpark Arenberg 40, B-3001, Leuven, Belgium.

School of Construction and Environmental Engineering, Kyungpook National University, 2559, Gyeongsang-daero, Sangju, Gyeongbuk, 742-711, South Korea.

出版信息

Water Res. 2018 Nov 15;145:473-486. doi: 10.1016/j.watres.2018.08.062. Epub 2018 Aug 29.

DOI:10.1016/j.watres.2018.08.062
PMID:30189402
Abstract

Estuarine and coastal regions are often characterized by a high variability of suspended sediment concentrations in their waters, which influences dredging projects, contaminant transport, aquaculture and fisheries. Although various three-dimensional open source software are available to model the hydrodynamics of coastal water with a sediment module, the prediction of the fate and transport of cohesive sediments is still far from satisfied due to the lack of an efficient and robust flocculation model to estimate the floc settling velocity and the deposition rate. Single-class and sometimes two-class flocculation models are oversimplified and fail to examine complicated floc size distributions, while quadrature-based or multi-class based flocculation models may be too complicated to be coupled with large scale estuarine or ocean models. Therefore, a three-class population balance model was developed to track the sizes and number concentrations of microflocs, macroflocs and megaflocs, respectively. With the assumption of a fixed size of microflocs and megaflocs, only four tracers are needed when coupled with the open-source TELEMAC system. It enables better settling flux estimates and better addresses the occurrence and concentration of larger megaflocs. This tri-modal flocculation model was validated with two experimental data sets: (1) 1-D settling column tests with the Ems mud and (2) in-situ measurements at the WZ Buoy station on the Belgian coast. Results show that the flocculation properties of cohesive sediments can be reasonably simulated in both environments. It is also found that the number of macroflocs created, when a larger macrofloc breaks up, is a statistical mean value and may not be an integer when applying the model in the field.

摘要

河口和沿海地区的水体中悬浮物浓度变化较大,这会影响疏浚工程、污染物输运、水产养殖和渔业。尽管有各种开源的三维软件可用于模拟具有泥沙模块的沿海水动力,但由于缺乏有效的、稳健的絮凝模型来估算絮体的沉降速度和沉积速率,因此对粘性泥沙的运移归宿的预测仍然远远不能令人满意。单类甚至有时是二类絮凝模型过于简化,无法检验复杂的絮体粒径分布,而基于求积或多类的絮凝模型可能过于复杂,无法与大规模的河口或海洋模型耦合。因此,开发了一个三类群体平衡模型来分别跟踪微絮体、大絮体和巨型絮体的粒径和数量浓度。在假设微絮体和巨型絮体的粒径固定的情况下,与开源 TELEMAC 系统耦合时只需要四个示踪剂。这可以更好地估算沉降通量,并更好地解决更大巨型絮体的出现和浓度问题。该絮凝模型用两个实验数据集进行了验证:(1)用爱姆斯泥浆进行一维沉降柱试验;(2)在比利时海岸的 WZ 浮标站进行现场测量。结果表明,在这两种环境中都可以合理地模拟粘性泥沙的絮凝特性。还发现,当一个较大的大絮体破裂时,所产生的大絮体数量是一个统计平均值,在现场应用模型时可能不是整数。

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