水利与建筑工程学报2024,Vol.22Issue(1) :205-212,219.DOI:10.3969/j.issn.1672-1144.2024.01.028

考虑吸附历史的污染物迁移过程及滞后特征研究

Pollutant Migration Process and Hysteresis Characteristics Considering Adsorption History

张鹏远 孟泽阳 白冰
水利与建筑工程学报2024,Vol.22Issue(1) :205-212,219.DOI:10.3969/j.issn.1672-1144.2024.01.028

考虑吸附历史的污染物迁移过程及滞后特征研究

Pollutant Migration Process and Hysteresis Characteristics Considering Adsorption History

张鹏远 1孟泽阳 2白冰2
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作者信息

  • 1. 北京住总集团有限责任公司,北京 100101
  • 2. 北京交通大学土木建筑工程学院,北京 100044
  • 折叠

摘要

为了更好探究污染物在土壤中的迁移规律,明确土壤的吸附-解吸附机理,在非线性非均衡模型的基础上考虑多孔介质非原始吸附时吸附能力的衰减,建立考虑吸附历史效应的吸附-解吸模型进行研究.首先对该模型中初始吸附过程衰减参数、解吸过程衰减参数以及解吸比的影响效应进行分析,再对比分析吸附历史模型、非线性非均衡模型和线性非均衡模型的数值计算结果.结果表明:吸附历史模型的峰值浓度在各个位置处都为最高,其次是非线性非均衡模型,浓度峰值最低的是线性非均衡模型.吸附历史模型的吸附能力最弱,非线性非均衡模型次之,线性非均衡模型吸附能力最强;随着距离与时间的增加,三种模型的浓度差距会越来越大,而吸附历史模型的浓度峰值时刻出现最早,非线性非均衡模型次之,峰值时刻出现最晚的是线性非均衡模型.利用悬浮颗粒穿透土柱试验结果与数值模拟结果进行对比分析,结果吻合较好,说明所提出的模型能更好地反应实际污染物的迁移情况.

Abstract

A adsorption-desorption model considering the attenuation of adsorption capacity during non-equilibrium flow in porous media was established based on the nonlinear non-equilibrium model.Firstly,the effects of attenuation pa-rameters for initial adsorption and desorption processes,as well as the desorption ratio were analyzed.Secondly,the numerical calculations of the adsorption history model,nonlinear non-equilibrium model,and linear non-equilibrium model were compared and analyzed.The results show that the peak concentration of the adsorption history model is the highest at each position,followed by the nonlinear non-equilibrium model,and the peak concentration of the linear non-equilibrium model is the lowest.The adsorption capacity of the adsorption history model is the weakest,followed by the nonlinear non-equilibrium model,and the adsorption capacity of the linear non-equilibrium model is the stron-gest.With the increase of distance and time,the concentration difference among the three models will become larger.The peak concentration of the adsorption history model appears earliest,followed by the nonlinear non-equilibrium model,and the peak concentration of the linear non-equilibrium model appears latest.Finally,the comparison and a-nalysis of suspended particle breakthrough experiments and numerical simulation results are carried out,and the results are in good agreement,indicating that the proposed model can better reflect the migration of actual pollutants.

关键词

污染物/吸附-解吸模型/吸附衰减/控制方程/数值分析

Key words

pollutant/adsorption-desorption model/adsorption attenuation/control equation/numerical analysis

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基金项目

北京市自然科学基金(8222023)

出版年

2024
水利与建筑工程学报
西北农林科技大学

水利与建筑工程学报

影响因子:0.383
ISSN:1672-1144
参考文献量36
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