解流体动力弥散问题的等参数溶质质量均衡有限元法

本文根据流体动力弥散理论,按照地下水中溶质局部质量守恒原理,采用非线性基函数,导出了求解流体动力弥散问题的一种新的数值法,即等参数溶质质量均衡有限元法。该法与采用同样非线性基函数的等参数里茨(Ritz)法或伽辽全法相比,具有物理意义明确、能准确反映局部质量均衡关系、计算公式简单和易于应用等优点。     

城市大气污染扩散GIS模拟分析--以福州市为例

以福州市为例,分析了GIS在环境模型研究中的主要应用范围;剖析了GIS与环境模型结合的三种层次。在 GIS技术支持下建立了城市点源和线源大气污染扩散模型,采用大气污染扩散模型与GIS的嵌入式的紧密集成技术,进行福州市大气污染扩散模拟,直接采用等值线的方式表达大气污染物在不同气象条件下空间分布模拟结果, 为城市大气污染源的管理和时空模拟提供了一个良好的可视化分析环境。模拟结果表明:2000年福州市区工业路附近区域与福新路附近区域出现SO2高浓度;湖东路、八一七路、福新路、六一北路围成区域出现NOx高浓度,为机动车污染严重的区域。污染物浓度分布与污染源的空间分布和排放量密切相关。     

数值模拟在沂水铁矿区地下水环境影响评价中的应用

地下水数值模拟在矿区地下水环境评价中应用较少,通过对山东沂水铁矿矿区进行水文地质详细勘察,建立了尾矿库及矿区地下水水流及水质数学模型,预测和评价了该矿建设实施过程中对地下水环境可能造成的直接影响和间接危害。结论为矿山建设阶段和运行阶段正常情况下,尾矿区水位水质变化对地下水环境没有明显的影响,非正常情况或者事故状态下,预测污染因子在泄漏点附近一定范围出现超标现象;采矿区矿井排水对当地浅层地下水位影响较大。针对这种影响和危害提出防治措施,为沂水铁矿建设项目选址决策、工程设计和环境管理提供科学依据。     

地下水非稳定流的LTFAM算法

渗流域内应用拉普拉斯变换(LT)建立相应的有限分析(FAM)方程,顾及渗流域内地下水流的初始条件和边界条件,可在LT空间构成一个封闭的以水头像函数为变量的线性方程组。将此方程组所得的解,通过Stehfest数值反演公式,可归化为时间域的解(水头)。由于时间t被隐含在数值方程内,从而克服了传统数值法按时段(△t)逐步迭代的缺陷,提高了计算效率,也为用嵌入法建立地下水流管理模型提供了一条捷径。     

On crustal corrections in surface wave tomography

Mantle models from surface waves rely on good crustal corrections. We investigated how far ray theoretical and finite frequency approximations can predict crustal corrections for fundamental mode surface waves. Using a spectral element method, we calculated synthetic seismograms in transversely isotropic PREM and in the 3-D crustal model Crust2.0 on top of PREM, and measured the corresponding time-shifts as a function of period. We then applied phase corrections to the PREM seismograms using ray theory and finite frequency theory with exact local phase velocity perturbations from Crust2.0 and looked at the residual time-shifts. After crustal corrections, residuals fall within the uncertainty of measured phase velocities for periods longer than 60 and 80 s for Rayleigh and Love waves, respectively. Rayleigh and Love waves are affected in a highly non-linear way by the crustal type. Oceanic crust affects Love waves stronger, while Rayleigh waves change most in continental crust. As a consequence, we find that the imperfect crustal corrections could have a large impact on our inferences of radial anisotropy. If we want to map anisotropy correctly, we should invert simultaneously for mantle and crust. The latter can only be achieved by using perturbation theory from a good 3-D starting model, or implementing full non-linearity from a 1-D starting model.     

Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations

The paper provides state-of-the-art information on the following aspects of seismic analysis and design of spread footings supporting bridge piers: (1) obtaining the dynamic stiffness (“springs” and “dashpots”) of the foundation; (2) computing the kinematic response; (3) determining the conditions under which foundation–soil compliance must be incorporated in dynamic structural analysis; (4) assessing the importance of properly modeling the effect of embedment; (5) elucidating the conditions under which the effect of radiation damping is significant; (6) comparing the relative importance between kinematic and inertial response. The paper compiles an extensive set of graphs and tables for stiffness and damping in all modes of vibration (swaying, rocking, torsion), for a variety of soil conditions and foundation geometries. Simplified expressions for computing kinematic response (both in translation and rotation) are provided. Special issues such as presence of rock at shallow depths, the contribution of foundation sidewalls, soil inhomogeneity and inelasticity, are also discussed. The paper concludes with parametric studies on the seismic response of bridge bents on embedded footings in layered soil. Results are presented (in frequency and time domains) for accelerations and displacements of bridge and footing, while potential errors from some frequently employed simplifications are illustrated.     

地下结构物对地下水流场影响的特性规律

城市的发展对交通提出了更高的要求, 这就引发了地铁的快速发展, 而地铁车站的存在, 会对原本稳定的地下水流场产生阻挡效应, 因此, 很有必要研究地下结构物对地下水流场造成的影响。本文采用数值方法研究地下结构物对地下水流场的影响, 基于单元中心有限差分法软件Visual, MODFLOW。为了明确地下结构物影响地下水流场的因素, 对计算模型进行了简化, 模型计算针对的是单层土层中地下结构物对地下水流场的影响。研究表明:地下结构物不仅能够影响地下水流场的稳定时间, 而且使得迎水面水位上升, 背水面水位下降, 其中, 对背水面的影响程度大于迎水面。地下结构物左右侧上下游之间的水位差, 也是其中的影响因素之一。     

某电厂氯化物在地下水中迁移规律研究

为了研究污染物在地下水中的迁移规律,本文以某电厂地下水中氯化物作为预测因子进行数值模拟。对研究区含水层物质组成、边界条件、初始条件及源汇项等做简化,采用GMS软件建立水文地质模型,在简化的水文地质模型的基础上开展地下水中污染物迁移规律研究。研究结果表明：在污染物排放规律简化为连续恒定排放的点源工况下,（1）污染物平面迁移范围以泄漏点为中心呈椭圆形扩散,污染晕长轴为地下水流动方向;（2）污染物最大迁移距离及污染影响范围均随时间不断增加,但是变化速率不断降低;（3）距离污染源较近的位置,污染物浓度随时间不断增加,但是浓度变化速率逐渐降低;距离污染源较远的位置,污染物浓度随时间不断增加,初期浓度变化速率随时间不断增加,后期浓度变化速率随时间逐渐降低。     

http://www.sciencedirect.com/science/article/pii/S1674987111000788

This paper presents numerical investigation on the ore-forming fluid migration driven by tectonic deformation and thermally-induced buoyancy force in the Chanziping ore district in South China. A series of numerical scenarios are considered to examine the effect of meteoric water precipitation, the dip angle of the faults, unconformity surface, and thermal input on the ore genesis. Our computations reveal that the downward basinal fluid flow driven by extensional stress mixes with the upward basal fluid driven by the thermal input from depth at the junction of two faults at a temperature of about 200 C, triggering the precipitation of the Chanziping uranium deposit.