The influence of diffuser parameters, including the riser spacing, port number in a riser, injection angle, port arrangement, etc., on the surface initial dilution is experimentally investigated. The relative density ...The influence of diffuser parameters, including the riser spacing, port number in a riser, injection angle, port arrangement, etc., on the surface initial dilution is experimentally investigated. The relative density difference between the effluent and the sea water in the model is the same as that in the prototype, and the effect of the cross current is simulated by an inverse model technique. Based on the result analysis, the arrangement with more ports in a riser and larger riser spacing is suggested to save construction cost. The relationship between the Reynolds number based on the port diameter and velocity, and the surface initial dilution is also explored, and the critical Reynolds number is proposed.展开更多
The through-diffusion and membrane behavior testing procedure using a closed-system apparatus has been widely used for concurrent measurement of diffusion and membrane efficiency coefficients of low-permeability clay-...The through-diffusion and membrane behavior testing procedure using a closed-system apparatus has been widely used for concurrent measurement of diffusion and membrane efficiency coefficients of low-permeability clay-based barrier materials.However,the common assumption of perfectly flushing conditions at the specimen boundaries could induce errors in analyses of the diffusion coefficients and membrane efficiencies.In this study,an innovative pseudo three-dimensional(3D)analytical method was proposed to evaluate solute distribution along the boundary surfaces of the soil-porous disks system,considering the non-perfectly flushing conditions.The results were consistent with numerical models under two scenarios considering different inflow/outflow positions.The proposed model has been demonstrated to be an accurate and reliable method to estimate solute distributions along the bound-aries.The calculated membrane efficiency coefficient and diffusion coefficient based on the proposed analytical method are more accurate,resulting in up to 50%less relative error than the traditional approach that adopts the arithmetic mean value of the influent and effluent concentrations.The retar-dation factor of the clay specimen also can be calculated with a revised cumulative mass approach.Finally,the simulated transient solute transport matched with experimental data from a multi-stage through-diffusion and membrane behavior test,validating the accuracy of the proposed method.展开更多
为精确描述水力压裂后复杂裂缝系统的压力动态特征,提出一种基于扩散飞行时间(diffusive time of flight,DTOF)的快速数值试井分析方法.将嵌入式离散裂缝模型(embedded discrete fracture model,EDFM)与波前快速推进法(fast marching me...为精确描述水力压裂后复杂裂缝系统的压力动态特征,提出一种基于扩散飞行时间(diffusive time of flight,DTOF)的快速数值试井分析方法.将嵌入式离散裂缝模型(embedded discrete fracture model,EDFM)与波前快速推进法(fast marching method,FMM)相结合,建立以一维扩散飞行时间为空间坐标的渗流控制方程,并以此分析复杂裂缝系统试井曲线特征.研究表明,天然裂缝对非稳态渗流有较大影响,在天然裂缝和人工裂缝组合下,试井曲线表现出多种不同特征流动段的组合:仅考虑天然裂缝时,双对数曲线表现为井筒储集阶段、径向流阶段、过渡阶段和边界流阶段;考虑单一人工裂缝时,双对数曲线表现为井筒储集阶段、双线性流阶段、径向流阶段和边界流阶段;随着人工裂缝条数增加,储层的连通性得到较大改善,双对数曲线则表现为井筒储集阶段、线性流阶段和边界流阶段.本研究构建的数值模型在现场实例中得到了良好的应用,为复杂裂缝系统试井提供了新的方法.展开更多
In this paper,according to the migration and diffusion law of MICP solution in fracture-pore medium,the migration and diffusion equation of MICP solution in loess fracture-pore medium was derived first.Then,the migrat...In this paper,according to the migration and diffusion law of MICP solution in fracture-pore medium,the migration and diffusion equation of MICP solution in loess fracture-pore medium was derived first.Then,the migration and diffusion test was carried out by using the self-made Mdevice.In the model,the apertures of the fracture of 0.5 mm,1.0 mm and 1.5 mm were selected,and the calcium ion concentrations at different points were measured by atomic absorption method,to obtain the distribution map of calcium ion concentration.According to the test results,the migration speed of calcium ions in the direction along the fracture is less than the diffusion speed of the wet peak,and the vertical fracture direction is faster than the diffusion speed of the wet peak.The distribution range of calcium ion concentration increases first and then decreases with the increase in fracture opening.COMSOL was used to compile the mathematical equation,and the whole process of MICP solution migration and diffusion was numerically simulated.The numerical calculation results are basically consistent with the experimental results,and the derived mathematical equation is reasonable.展开更多
文摘The influence of diffuser parameters, including the riser spacing, port number in a riser, injection angle, port arrangement, etc., on the surface initial dilution is experimentally investigated. The relative density difference between the effluent and the sea water in the model is the same as that in the prototype, and the effect of the cross current is simulated by an inverse model technique. Based on the result analysis, the arrangement with more ports in a riser and larger riser spacing is suggested to save construction cost. The relationship between the Reynolds number based on the port diameter and velocity, and the surface initial dilution is also explored, and the critical Reynolds number is proposed.
基金The financial support received from the Ministry of Science and Technology of the People’s Republic of China(Grant No.2019YFC1806002)National Natural Science Foundation of China(Grant Nos.42107174,42077241)is gratefully acknowledged.
文摘The through-diffusion and membrane behavior testing procedure using a closed-system apparatus has been widely used for concurrent measurement of diffusion and membrane efficiency coefficients of low-permeability clay-based barrier materials.However,the common assumption of perfectly flushing conditions at the specimen boundaries could induce errors in analyses of the diffusion coefficients and membrane efficiencies.In this study,an innovative pseudo three-dimensional(3D)analytical method was proposed to evaluate solute distribution along the boundary surfaces of the soil-porous disks system,considering the non-perfectly flushing conditions.The results were consistent with numerical models under two scenarios considering different inflow/outflow positions.The proposed model has been demonstrated to be an accurate and reliable method to estimate solute distributions along the bound-aries.The calculated membrane efficiency coefficient and diffusion coefficient based on the proposed analytical method are more accurate,resulting in up to 50%less relative error than the traditional approach that adopts the arithmetic mean value of the influent and effluent concentrations.The retar-dation factor of the clay specimen also can be calculated with a revised cumulative mass approach.Finally,the simulated transient solute transport matched with experimental data from a multi-stage through-diffusion and membrane behavior test,validating the accuracy of the proposed method.
文摘为精确描述水力压裂后复杂裂缝系统的压力动态特征,提出一种基于扩散飞行时间(diffusive time of flight,DTOF)的快速数值试井分析方法.将嵌入式离散裂缝模型(embedded discrete fracture model,EDFM)与波前快速推进法(fast marching method,FMM)相结合,建立以一维扩散飞行时间为空间坐标的渗流控制方程,并以此分析复杂裂缝系统试井曲线特征.研究表明,天然裂缝对非稳态渗流有较大影响,在天然裂缝和人工裂缝组合下,试井曲线表现出多种不同特征流动段的组合:仅考虑天然裂缝时,双对数曲线表现为井筒储集阶段、径向流阶段、过渡阶段和边界流阶段;考虑单一人工裂缝时,双对数曲线表现为井筒储集阶段、双线性流阶段、径向流阶段和边界流阶段;随着人工裂缝条数增加,储层的连通性得到较大改善,双对数曲线则表现为井筒储集阶段、线性流阶段和边界流阶段.本研究构建的数值模型在现场实例中得到了良好的应用,为复杂裂缝系统试井提供了新的方法.
基金support from the Shaanxi Natural Science Basic Research Project(Grant no.2020JM-483)Investigation on the Interfacial Bonding Mechanism of Microbial Mineralization Repair Grout for Cracks in Rammed Earth Heritage(Grant no.2025JC-YBMS-551)the National Natural Science Foundation of China(NSFC)(Grant no.51408464).
文摘In this paper,according to the migration and diffusion law of MICP solution in fracture-pore medium,the migration and diffusion equation of MICP solution in loess fracture-pore medium was derived first.Then,the migration and diffusion test was carried out by using the self-made Mdevice.In the model,the apertures of the fracture of 0.5 mm,1.0 mm and 1.5 mm were selected,and the calcium ion concentrations at different points were measured by atomic absorption method,to obtain the distribution map of calcium ion concentration.According to the test results,the migration speed of calcium ions in the direction along the fracture is less than the diffusion speed of the wet peak,and the vertical fracture direction is faster than the diffusion speed of the wet peak.The distribution range of calcium ion concentration increases first and then decreases with the increase in fracture opening.COMSOL was used to compile the mathematical equation,and the whole process of MICP solution migration and diffusion was numerically simulated.The numerical calculation results are basically consistent with the experimental results,and the derived mathematical equation is reasonable.
