Ecology and Environment ›› 2024, Vol. 33 ›› Issue (9): 1438-1450.DOI: 10.16258/j.cnki.1674-5906.2024.09.011
• Research Article [Environmental Science] • Previous Articles Next Articles
WEN Shan1(), XING Siqi1,2, XIAO Yuxiang1, LIU Yun1, WU Xu1,2,3,*(
)
Received:
2024-05-09
Online:
2024-09-18
Published:
2024-10-18
Contact:
WU Xu
温珊1(), 邢思奇1,2, 肖宇翔1, 刘云1, 吴旭1,2,3,*(
)
通讯作者:
吴旭
作者简介:
温珊(1999年生),女,硕士研究生,主要从事水环境治理研究。E-mail: 2993626430@qq.com
基金资助:
CLC Number:
WEN Shan, XING Siqi, XIAO Yuxiang, LIU Yun, WU Xu. Study on Pollutant Phosphorus Release Behavior during Dredging Process of Tianfumiao Reservoir Based on Multi-field Coupling Finite Element Method[J]. Ecology and Environment, 2024, 33(9): 1438-1450.
温珊, 邢思奇, 肖宇翔, 刘云, 吴旭. 基于多场耦合有限元的天福庙水库清淤过程污染物磷释放行为研究[J]. 生态环境学报, 2024, 33(9): 1438-1450.
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URL: https://www.jeesci.com/EN/10.16258/j.cnki.1674-5906.2024.09.011
模拟参数 | 参数值 | 参考文献 |
---|---|---|
水的密度ρ1 | 1000 kg∙m−3 | 张坤, |
含污染物磷溶液密度ρ2 | 1005 kg∙m−3 | 张坤, |
紊动扩散系数D | 6.12×10−10 m2∙s−1 | Сухоруики et al., |
水体初始PO43−浓度c0 | 0.004 mol∙m−3 | 刘明盟等, |
底泥孔隙水PO43−浓度c1 | 0.013 mol∙m−3 | 刘明盟等, |
水体动力黏度μ1 | 0.001 Pa·s | 程鹏达等, |
再悬浮液动力黏度μ2 | 0.01 Pa·s | 程鹏达等, |
气动泵吸口瞬时射流速度us | 0.03 m∙s−1 | 陈建等, |
垂线平均流速um | 0.0027 m∙s−1 | 孙景春, |
Table 1 Simulation parameters
模拟参数 | 参数值 | 参考文献 |
---|---|---|
水的密度ρ1 | 1000 kg∙m−3 | 张坤, |
含污染物磷溶液密度ρ2 | 1005 kg∙m−3 | 张坤, |
紊动扩散系数D | 6.12×10−10 m2∙s−1 | Сухоруики et al., |
水体初始PO43−浓度c0 | 0.004 mol∙m−3 | 刘明盟等, |
底泥孔隙水PO43−浓度c1 | 0.013 mol∙m−3 | 刘明盟等, |
水体动力黏度μ1 | 0.001 Pa·s | 程鹏达等, |
再悬浮液动力黏度μ2 | 0.01 Pa·s | 程鹏达等, |
气动泵吸口瞬时射流速度us | 0.03 m∙s−1 | 陈建等, |
垂线平均流速um | 0.0027 m∙s−1 | 孙景春, |
文献来源 | 污染物扩散模型 | 水质模型 | 模型验证 | 优势 | 劣势 |
---|---|---|---|---|---|
Huang et al., | 4个控制方程: 溶解态磷、吸附在泥沙的磷、好氧层和厌氧层中的磷浓度变化 | 二维水动力模型和泥沙输运模型 | 无模型验证, 用于预测太湖的磷行为 | 建立风力、波浪作用平衡方程, 定量评估其对磷释放和分布的影响; 磷迁移模型涉及对流扩散、吸附-解吸、沉积-再悬浮等物理化学过程 | 仅适用于没有季节性分层的浅水湖泊 |
Cheng et al., | 耦合N-S方程、Darcy方程、溶质运移方程、吸附/解吸方程 | 建立二维几何模型模拟边界附近的释放 | 不同粒径沉积物的吸附实验和水槽实验 | 研究不同流速和粒径条件下, 未悬浮底泥向上覆水中分子扩散和对流扩散污染物的特征 | 二维几何模型中仅设置了边界条件和初始条件 |
Hu et al., | 基于紊动扩散和污染物沉降的水质二维对流扩散方程 | 二维水动力模型 | 水槽水动力实验 | 研究沉积物营养盐释放与流速之间的定量关系; 模型体现了悬浮泥沙中污染物的沉降 | 水动力模型未考虑到垂向方向上的动量方程, 仅适用于浅水湖泊 |
张坤, | 耦合渗流动量方程和对流扩散方程 | 建立水槽二维几何模型, 耦合N-S方程、Darcy方程和连续性方程 | 动水条件下的水槽底泥污染物扩散实验 | 模拟不同流速下, 底泥污染物对上覆水体的影响; 考虑了底泥沉积层多孔介质中污染物的扩散迁移 | 未考虑到环境因素的影响 |
本文 | 对流扩散方程 | 水流控制方程: 不可压缩质量方程和动量守恒方程控制 | 实地模拟测定实验 | 依据水库流场, 建立二维及三维几何模型; 根据水温、pH和DO的二次回归多项式模型, 考察不同扰动时间和范围下, 底泥起动及磷释放特征; 采用实地的测定实验, 更能验证本模型的合理性 | 仅考虑了扰动时磷污染物的对流扩散 |
Table 2 Comparative analysis of pollutant phosphorus release models under disturbance conditions
文献来源 | 污染物扩散模型 | 水质模型 | 模型验证 | 优势 | 劣势 |
---|---|---|---|---|---|
Huang et al., | 4个控制方程: 溶解态磷、吸附在泥沙的磷、好氧层和厌氧层中的磷浓度变化 | 二维水动力模型和泥沙输运模型 | 无模型验证, 用于预测太湖的磷行为 | 建立风力、波浪作用平衡方程, 定量评估其对磷释放和分布的影响; 磷迁移模型涉及对流扩散、吸附-解吸、沉积-再悬浮等物理化学过程 | 仅适用于没有季节性分层的浅水湖泊 |
Cheng et al., | 耦合N-S方程、Darcy方程、溶质运移方程、吸附/解吸方程 | 建立二维几何模型模拟边界附近的释放 | 不同粒径沉积物的吸附实验和水槽实验 | 研究不同流速和粒径条件下, 未悬浮底泥向上覆水中分子扩散和对流扩散污染物的特征 | 二维几何模型中仅设置了边界条件和初始条件 |
Hu et al., | 基于紊动扩散和污染物沉降的水质二维对流扩散方程 | 二维水动力模型 | 水槽水动力实验 | 研究沉积物营养盐释放与流速之间的定量关系; 模型体现了悬浮泥沙中污染物的沉降 | 水动力模型未考虑到垂向方向上的动量方程, 仅适用于浅水湖泊 |
张坤, | 耦合渗流动量方程和对流扩散方程 | 建立水槽二维几何模型, 耦合N-S方程、Darcy方程和连续性方程 | 动水条件下的水槽底泥污染物扩散实验 | 模拟不同流速下, 底泥污染物对上覆水体的影响; 考虑了底泥沉积层多孔介质中污染物的扩散迁移 | 未考虑到环境因素的影响 |
本文 | 对流扩散方程 | 水流控制方程: 不可压缩质量方程和动量守恒方程控制 | 实地模拟测定实验 | 依据水库流场, 建立二维及三维几何模型; 根据水温、pH和DO的二次回归多项式模型, 考察不同扰动时间和范围下, 底泥起动及磷释放特征; 采用实地的测定实验, 更能验证本模型的合理性 | 仅考虑了扰动时磷污染物的对流扩散 |
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