辽河油田欢喜岭沙河街组沙四段精细地层划分与对比

文章在通过综合研究辽河油田欢喜岭X区地震、测井、岩性等资料基础上,采用"井震结合"的方法对区内能够钻到沙四段的113口井的岩性、电性进行分析,对欢喜岭区内的沙河街组沙四段进行了精细化分与对比,并将沙四段地层划分为Te(特岩)、DuⅠ(杜Ⅰ)、DuⅡ(杜Ⅱ)、DuⅢ(杜Ⅲ)4套小层。沙四段的精细地层划分与对比,为研究砂体展布、沉积微相等提供了地质基础数据,对油田的开发具有一定的指导意义。     

Analytical solution for two-phase flow in a wellbore using the drift-flux model

This paper presents analytical solutions for steady-state, compressible two-phase flow through a wellbore under isothermal conditions using the drift flux conceptual model. Although only applicable to highly idealized systems, the analytical solutions are useful for verifying numerical simulation capabilities that can handle much more complicated systems, and can be used in their own right for gaining insight about two-phase flow processes in wells. The analytical solutions are obtained by solving the mixture momentum equation of steady-state, two-phase flow with an assumption that the two phases are immiscible. These analytical solutions describe the steady-state behavior of two-phase flow in the wellbore, including profiles of phase saturation, phase velocities, and pressure gradients, as affected by the total mass flow rate, phase mass fraction, and drift velocity (i.e., the slip between two phases). Close matching between the analytical solutions and numerical solutions for a hypothetical CO₂ leakage problem as well as to field data from a CO₂ production well indicates that the analytical solution is capable of capturing the major features of steady-state two-phase flow through an open wellbore, and that the related assumptions and simplifications are justified for many actual systems. In addition, we demonstrate the utility of the analytical solution to evaluate how the bottomhole pressure in a well in which CO₂ is leaking upward responds to the mass flow rate of CO₂-water mixture.     

Analytical stress and displacement due to twin tunneling in an elastic semi‐infinite ground subjected to surcharge loads

The construction of twin tunnels at shallow depth has become increasingly common in urban areas. In general, twin tunnels are usually near each other, in which the interaction between tunnels is too significant to be ignored on their stability. The equivalent arbitrarily distributed loads imposed on ground surface were considered in this study, and a new analytical approach was provided to efficiently predict the elastic stresses and displacements around the twin tunnels. The interaction between 2 tunnels of different radii with various arrangements was taken into account in the analysis. We used the Schwartz alternating method in this study to reduce the twin‐tunnel problem to a series of problems where only 1 tunnel was contained in half‐plane. The convergent and highly accurate analytical solutions were achieved by superposing the solutions of the reduced single‐tunnel problems. The analytical solutions were then verified by the good agreement between analytical and numerical results. Furthermore, by the comparison on initial plastic zone and surface settlement between analytical solution and numerical/measured results of elastoplastic cases, it was proven that the analytical solution can accurately predict the initial plastic zone and its propagation direction and can qualitatively provide the reliable ground settlements. A parametric study was finally performed to investigate the influence of locations of surcharge load and the tunnel arrangement on the ground stresses and displacements. The new solution proposed in this study provides an insight into the interaction of shallow twin tunnels under surcharge loads, and it can be used as an alternative approach for the preliminary design of future shallow tunnels excavated in rock or medium/stiff clay.     

Optimal pumping from skimming wells from the Yamuna River flood plain in north India

This report examines the problem involving the pumping of groundwater from a group of 90 existing wells along the banks of the Yamuna River, northwest of Delhi (India), underlain with geologically occurring saline water. It is known that unregulated pumping will lead to upconing of saline water and therefore it is necessary to determine optimal rates and associated well locations (from an existing group of candidate wells that supply drinking water to the city of Delhi) that will minimize the total salinity. The nonlinear, non-convex problem is solved by embedding the calibrated groundwater model within a simulation-optimisation (S/O) framework. Optimisation is accomplished by using simulated annealing (SA), a search algorithm. The computational burden is primarily managed by replacing the numerical model with a surrogate simulator-artificial neural network (ANN). The model is applied to the real system to determine the optimal pumping schedule. The results of the operational model suggest that the skimming wells must be operated from optimal locations such that they are staggered in space and time to obtain the least saline water.     

论石英双晶的复杂性

石英双晶的复杂性远远超出了人们的想象。首先介绍了石英的11种双晶律,然后介绍测试鉴定石英双晶律的各种方法及存在的局限性,综述了近年来石英双晶与温压条件关系、晶格结构匹配理论方面的研究成果,最后结合我们近期用EBSD对岩石中石英双晶的观察、测试结果,指出存在的问题及今后的研究方向。     

注聚区油井砾石分级充填防砂工艺技术研究

注聚区油井砾石分级充填防砂工艺技术是针对胜利油田注聚区见聚油井产出液黏度增大、携砂能力增强,提液引效措施加剧油井出砂使油井防砂有效期变短等问题进行研究的。该技术是在注聚区油井充填防砂时改变过去采用单一粒径砾石进行充填防砂的做法,将不同粒径砾石按不同比例分级充填到近井、炮眼附近和筛套环空,同时在中粒度粒径的砾石中加入经过表面处理的短切纤维,提高了砾石充填挡砂屏障的挡砂强度,实现了挡砂屏障的“挡砂、稳砂、排砂”的功能。截止到2010年4月底,该技术现场累计推广应用32井次,分级充填后注聚区油井液量由27．2m3提高到40．43m3,油量由1．01m3提高到3．89m3,增幅分别达40％和80％,最长防砂有效期已达到400d。该技术的研发和应用,较好地解决了注聚区油井提液引效使防砂有效果变短和油井近井堵塞的问题,具有良好的应用前景。     

智慧城市建设中的数字孪生与元宇宙探讨

随着城市管理和空间大数据、5G、人工智能等新型技术的深入结合,新型智慧城市相关的应用成为地理信息行业领域与社会重点关注的对象。本文主要介绍了智慧城市的背景与概念、理论与技术,阐述了数字城市、智慧城市及数字孪生城市三者的关系,总结了数字孪生城市现状及趋势,并探讨了元宇宙时代的智慧城市。智慧城市的萌芽期依靠空间信息技术、数据库技术、虚拟现实技术及计算机网络技术等构建数字城市,发展期在数字城市基础上融合人工智能技术、物联网技术、云技术及时空大数据技术等建设新型智慧城市,建设期结合新型智慧城市相关技术和实景三维技术等实现数字孪生。展望了跨时代的元宇宙智慧城市,或许会在数字孪生的基础上融合增强现实、扩展现实、脑机接口与体感设备等技术或设备,实现人类生活在两栖世界的美好憧憬。     

顾及地面POS信息的空地一体城市三维实景重建

实景三维模型为数字孪生提供了统一的数字空间底座。在城市场景中,贴近地面及在空中视角下被遮挡的地物是实景三维重建的难点。针对城市复杂空间环境和无人机飞行局限的问题,本文基于倾斜摄影与空地一体融合建模的基础理论,考虑POS信息对空地一体空三融合的影响,提出了一种顾及地面POS信息的城市实景三维重建方法,并使用此方法对佛山市历史文化街区进行了精细化建模。试验表明,与常规方法相比,该方法的模型效果好、效率高,对实景三维产品的生产与空间数据多尺度表达具有重要意义,可为数字孪生应用提供更精细的地理场景表现形式。     

On terrain corrections in terrestrial heat flow

The theory of heat-flow variation over a Lees-type hill is well known for evaluating terrain effects on terrestrial heat flow. However, a hill cannot be converted into a valley by simply changing the sign of one of the terrain-defining parameters, nor can several Lees' hills be superposed to simulate a series of hills and valleys for correcting a terrain-induced disturbance of heat flow. The proper derivations for a Lees-type valley are presented and the superposition is compared with analytic solutions for two parallel semi-cylindrical valleys and two semi-spherical basins embedded in an otherwise planar ground. Generally, heat flux climaxes over central valleys or basins, and dips toward their margins where rapid change in topography occurs. Variation of heat flux induced by a three-dimensional terrain is relatively large, as compared to two-dimensional features, but its areal extent is relatively limited. The two-dimensional effects also extend relatively deeper. In applying two-dimensional algorithms to a three-dimensional terrain, the correction may be over- or underestimated depending on the distance from a borehole to prominent terrain features in the surrounding area.     

复式钢管混凝土外肋环板节点抗剪承载力研究

在已有理论和试验研究的基础上,对复式钢管混凝土外肋环板节点的抗剪受力性能进行分析。建立了节点核心区的抗剪受力模型,将节点域抗剪贡献分为三部分:节点域内外钢管腹板的抗剪贡献、节点主要连接件竖向肋板与锚固腹板的抗剪贡献以及节点域混凝土的抗剪贡献,推导了复式钢管混凝土柱节点屈服抗剪承载力和极限抗剪承载力的计算公式,为复式钢管混凝土柱节点的工程设计提供承载力计算方法。理论得到的节点屈服剪力和极限剪力值与试验结果进行了对比,并提出抗剪能力储备系数这一新指标反映节点的抗剪切破坏能力,量化地解释了节点发生梁铰破坏后抗剪能力的安全储备。得出此类新型节点在破坏时抗剪储备能力充足,可保证节点达到良好延性的破坏模式,说明节点设计符合强剪弱弯的抗震设计原则。