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井内嵌入同轴多孔与固体圆柱地下水渗流流型分析
引用本文:朱琳,雷海燕,马非,戴传山.井内嵌入同轴多孔与固体圆柱地下水渗流流型分析[J].水文地质工程地质,2021,48(4):25-31.
作者姓名:朱琳  雷海燕  马非  戴传山
作者单位:天津大学中低温热能高效利用教育部重点实验室,天津 300350
基金项目:国家自然科学基金项目(41574176)
摘    要:对二维无限大多孔介质内单向均匀水平流垂直绕过“固体小圆柱-多孔介质环-水环-多孔介质”复杂四层结构下的流场进行了解析求解。内、外多孔介质区域均采用Brinkman模型,纯流体水环采用Stokes模型,通过耦合界面间的质量、动量守恒关系得到了各区域流函数的通用表达式。在此基础上分析了不同几何参数,不同内、外多孔介质渗透系数情况下,圆柱外绕流的流型变化;着重研究了水环间隙以及内、外多孔介质渗透系数的变化对流型及横向、纵向速度分布的影响。结果表明:外部多孔区流型主要受控于外部渗透系数;水环间隙宽度对水环内速度峰值影响较大;内部渗透系数增加到某一临界值情况下,横截面速度分布从阶梯形变为抛物形,即“穿透”现象。研究结果对有类似结构的地埋管换热器、地下水污染物吸收装置、地下水测速装置等的设计研发有理论指导意义。

关 键 词:多孔介质    水环    绕流    解析解    流型
收稿时间:2020-07-13

Flow pattern analysis around a solid cylinder with both porous and water rings in porous media
Institution:Key Laboratory of Efficient Utilization of Low and Medium Grade Energy, MOE, School of Mechanical Engineering, Tianjin University, Tianjin 300350, China
Abstract:The flow field around a solid cylinder with both porous and water rings embedded vertically in an infinite large porous media is analytically simulated. The Brinkman model are applied for both the internal porous ring and external infinite large porous media. The Stokes model is used for the open water ring. By coupling the mass and momentum conservations at the interfaces between different regions, a general set of stream function equations can be derived. The program code is firstly validated by comparing the results of a typical two layer case with those of the previous literature. Then, the flow patterns for this complicated multilayer coaxial structure is analytically simulated by giving different geometric parameters and different coefficients of permeability of the inner and outer porous media. The influences of the width of the water ring gap and the coefficients of permeability of the internal and external porous media on the flow patterns and the velocity distribution of vertical and horizontal profiles are also emphatically studied. The results show that the flow pattern in the external porous zone is mainly controlled by its permeability. The width of the water ring has a great influence on the peak value of the velocity profile in the vertical cross section. With the increasing coefficient of permeability of the internal porous zone to a critical value, the velocity profile in the cross section will change from a step-shaped pattern to a parabolic one, which is viewed as a penetration phenomenon. It is believed that these obtained results are helpful in guiding a design such as borehole heat exchanger, groundwater pollutant absorption device, groundwater velocity measurement device, etc., with similar geometrical configuration.
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