A Simple Approach to Account for Radial Flow and Boundary Conditions When Kriging Hydraulic Head Fields for Confined Aquifers

The estimation and mapping of realistic hydraulic head fields, hence of flow paths, is a major goal of many hydrogeological studies. The most widely used method to obtain reliable head fields is the inverse approach. This approach relies on the numerical approximation of the flow equation and requires specifying boundary conditions and the transmissivity of each grid element. Boundary conditions are often unknown or poorly known, yet they impose a strong signature on the head fields obtained by inverse analysis. A simpler alternative to the inverse approach is the direct kriging of the head field using the measurements obtained at observation wells. The kriging must be modified to incorporate the available information. Use of the dual kriging formalism enables simultaneously estimating the head field, the aquifer mean transmissivity, and the regional hydraulic gradient from head data in steady or transient state conditions. In transient state conditions, an estimate of the storage coefficient can be obtained. We test the approach on simple analytical cases, on synthetic cases with solutions obtained numerically using a finite element flow simulator, and on a real aquifer. For homogeneous aquifers, infinite or bounded, the kriging estimate retrieves the exact solution of the head field, the exact hydrogeological parameters and the flow net. With heterogeneous aquifers, kriging accurately estimates the head field with prediction errors of the same magnitude as typical head measurement errors. The transmissivities are also accurately estimated by kriging. Moreover, if inversion is required, the kriged head along boundaries can be used as realistic boundary conditions for flow simulation.     

中国主要产业轴线的空间定位与发展态势--兼论点--轴系统理论与双核结构模式的空间耦合

本文通过双核结构模式与点～轴系统理论的有机融合 ,有效地解决了我国主要产业轴线的空间定位问题 ,据此测算并较为深入地分析了 1990 - 2 0 0 0年主要产业轴线的发展状况。并在从理论层面上廓清了双核结构模式与点 -轴系统理论的内在逻辑联系的基础上 ,对我国主要产业轴线的未来演化作了进一步的分析。研究表明 ,双核结构模式可以深化现有的T型开发模式 ,是我国沿海和沿江开发走向深化、空间范围拓展的有效的理论工具。从未来演化趋势看 ,沿海和沿江将一直是我国未来较长时期内的一级轴线 ;在长江三角洲、珠江三角洲、环渤海地区 3个沿海区域增长极继续得到快速发展的同时 ,以武汉为核心的汉三角区域增长极将从我国中部崛起 ,成为我国第 4个区域增长极。     

半无限横观各向同性介质中多裂纹相互作用分析

为评估含矩形裂纹的半无限横观各向同性介质的局部强度和稳定性,采用基于双横观各向同性材料基本解的对偶边界元数值方法,分析了在沿裂纹面法向和切向均布力分别作用下矩形裂纹的应力强度因子及两个共面或平行的矩形裂纹的相互作用问题。通过数值计算考察了自由面对应力强度因子值的影响,以及裂纹间距、边长比及自由面对共面或平行双裂纹相互作用效应的影响。结果表明,自由面的存在引起该类裂纹应力强度因子值大于无限域情况;裂纹形状和裂纹间距对共面或平行双裂纹相互作用效应均有较明显的影响,但自由面对共面或平行双裂纹的相互作用效应均影响较小。     

双频激电法在探测煤矿采空区的尝试

利用双频激电法在山西沁源嘉元煤业有限公司已知采空区进行实地探测试验,通过对探测数据的整理与分析得知:在未充水的采空区探测得到较高的视电阻率和较低的视幅频率,能够精确的反映地下采空区的位置.结果证明了利用双频激电法探测煤矿地下采空区是可行的.     

A land surface soil moisture data assimilation framework in consideration of the model subgrid-scale heterogeneity and soil water thawing and freezing

The Ensemble Kalman Filter (EnKF) is well known and widely used in land data assimilation for its high precision and simple operation. The land surface models used as the forecast operator in a land data assimilation system are usually designed to consider the model subgrid-heterogeneity and soil water thawing and freezing. To neglect their effects could lead to some errors in soil moisture assimilation. The dual EnKF method is employed in soil moisture data assimilation to build a soil moisture data as- similation framework based on the NCAR Community Land Model version 2.0 (CLM 2.0) in considera- tion of the effects of the model subgrid-heterogeneity and soil water thawing and freezing: Liquid volumetric soil moisture content in a given fraction is assimilated through the state filter process, while solid volumetric soil moisture content in the same fraction and solid/liquid volumetric soil moisture in the other fractions are optimized by the parameter filter. Preliminary experiments show that this dual EnKF-based assimilation framework can assimilate soil moisture more effectively and precisely than the usual EnKF-based assimilation framework without considering the model subgrid-scale heteroge- neity and soil water thawing and freezing. With the improvement of soil moisture simulation, the soil temperature-simulated precision can be also improved to some extent.     

Steel buckling‐restrained braced frames with single and dual corner gusset connections: seismic tests and analyses

The design of a three‐story buckling‐restrained braced frame (BRBF) with a single‐diagonal sandwiched BRB and corner gusset was evaluated in cyclic tests of a one‐story, one‐bay BRBF subassembly and dynamic analyses of the frame subjected to earthquakes. The test focused on evaluating (1) the seismic performance of a sandwiched BRB installed in a frame, (2) the effects of free‐edge stiffeners and dual gusset configurations on the corner gusset behavior, (3) the frame and brace action forces in the corner gusset, and (4) the failure mode of the BRBF under the maximum considerable earthquake level. The subassembly frame performed well up to a drift of 2.5% with a maximum axial strain of 1.7% in the BRB. Without free‐edge stiffeners, the single corner gusset plate buckled at a significantly lower strength than that predicted by the specificationof American Institute of Steel Construction (2005). The buckling could be eliminated by using dual corner gusset plates similar in size to the single gusset plate. At low drifts, the frame action force on the corner gusset was of the same magnitude as the brace force. At high drifts, however, the frame action force significantly increased and caused weld fractures at column‐to‐gusset edges. Nonlinear time history analyses were performed on the three‐story BRBF to obtain seismic demands under both design and maximum considerable levels of earthquake loading. The analytical results confirmed that the BRB and corner gusset plate achieved peak drift under cyclic loading test. Copyright © 2011 John Wiley & Sons, Ltd.     

基于CR1000 的海洋剖面测量平台双重数据系统设计

为新型海洋剖面测量平台设计了一种基于CR1000数据采集仪的数据存储安全和数据读取方便的双重数据系统.第一重数据,分散存储于自容式传感器,传感器的上位机软件通过CR1000来读取;第二重数据,集中存储在CR1000的数据扩展模块中,通过海洋剖面测量平台的上位机软件直接读取.实验结果表明,该存储方案可有效地实现采样数据的存储和读取,从而最大限度地保证了新型海洋剖面测量平台的数据安全.     

饱和地基上条形弹性基础的摇摆振动

基于Biot动力方程,研究了饱和均质弹性半空间上弹性条形基础的摇摆振动问题。通过Fourier积分变换求解了饱和土的动力控制方程,然后结合基础底部为混合边界的条件得到了弹性条形基础的摇摆振动对偶积分方程,利用正交多项式将对偶积分方程转化为求解一组线性代数方程组,同时利用复合Simpson法则,得到了动力柔度系数的表达式,通过算例得出了不同参数时地基动力柔度系数随无量纲频率的关系曲线。     

墙下条形基础与层状横观各向同性地基共同作用

运用对偶积分方程来求解层状横观各向同性地基与墙下条形基础的共同作用问题。从直角坐标平面应变问题控制方程出发,通过傅里叶（Fourier）变换和层间连续性条件,可以得到层状横观各向同性地基的传递矩阵解。基于该传递矩阵解,并利用条形基础与地基接触的混合边值条件,推导出一组关于基础挠度和地基反力的对偶积分方程。考虑墙下条形基础受到竖向集中荷载的情况,利用弹性薄板理论先求解出条形基础挠度;随后应用雅可比（Jacobi）正交多项式和级数展开的方法,将对偶积分方程转化为线性代数方程组进行求解。编制了相应的计算程序,其计算结果与有限元软件ABAQUS的结果基本吻合,从而验证了所提理论的正确性。算例分析表明,板土相对刚度与地基成层性对地基反力、地表沉降和沿z轴竖向正应力有很大的影响。