海洋石油污染及其生物修复

文章根据海洋油污染的现状,介绍了海洋石油污染的来源、危害、转归以及对污染的生物修复等内容。指出了限制微生物降解的因素以及如何提高降解效率的措施。生物修复对环境和人类影响小,修复速度快且费用较低,在海洋油污染治理中该方法具有广阔应用前景。     

伊-陕斜坡山2段包裹体古流体势恢复及天然气聚集条件

恢复自烃类生成以来的各个地史时期的古流体势, 有助于正确认识油气藏的分布规律.通过对鄂尔多斯盆地伊-陕斜坡太原组—山西组砂岩储层流体包裹体样品的系统分析, 将其油气充注划分为6个期次; 结合埋藏史分析, 确定出6期油气充注发生的时间.在此基础上, 运用流体包裹体pVT热动力学模拟的方法, 获得了6期油气充注的古压力数据, 并计算出伊-陕斜坡山2段6期次天然气充注的古气势, 分析了古气势分布及时空演化规律, 认为区域构造和热史演化是其主要控制因素.结合区域地质资料, 探讨了天然气运移与聚集规律: 晚三叠世中期至中侏罗世末期, 山2段储层气势西南高而北部、东北部低, 天然气主要从西南向北、东北向运移; 中侏罗世末期至早白垩世末期, 气势西高东低, 天然气主要由西向东就近运移, 再向北和东北向运移; 早白垩世末至现今, 天然气藏进入聚集与散失的动平衡状态, 形成现今分布特征.榆林及其南部地区是天然气聚集的最有利地带, 其次为神木-米脂地区.      

Impacts of systematic precipitation bias on simulations of water and energy balances in Northwest America

At high latitudes and in mountainous areas, evaluation and validation of water and energy flux simu-lations are greatly affected by systematic precipitation errors. These errors mainly come from topographic effects and undercatch of precipitation gauges. In this study, the Land Dynamics （LAD） land surface model is used to investigate impacts of systematic precipitation bias from topography and wind-blowing on water and energy flux simulation in Northwest America. The results show that topographic and wind adjustment reduced bias of streamflow simulations when compared with observed streamflow at 14 basins. These systematic biases resulted in a -50%-100% bias for runoff simulations, a -20%-20% bias for evapotranspiration, and a -40%-40% bias for sensible heat flux, subject to different locations and adjustments, when compared with the control run. Uncertain gauge adjustment leads to a 25% uncertainty for precipitation, a 20% 100% uncertainty for runoff simulation, a less-than-10% uncertainty for evapotranspiration, and a less-than-20% uncertainty for sensible heat flux.     

The use of automated coal petrography in determining maceral group composition and the reflectance of vitrinite

Using photometric and image analysis methods, a reasonable technique and procedure have been developed for the determination of maceral group composition and the reflectance of vitrinite. This procedure is introduced by an optimum method for seeking the interval values of each maceral group, i.e., from the “fingerprint” reflectance histogram, it seeks reasonable interval values and distribution values for vitrinite and other maceral groups. After checking and correction, these values can be put into a program and computerized. This method had advantages such as increased speed of analysis and reproducibility of the results.     

山东近岸海域海草种类的初步调查研究

海草是一类由陆生植物演化并适应海洋环境的沉水植物,其具有重要的生态学意义和经济价值。2008年7月,对山东近岸海域海草的种类进行了初步调查,描述了分布于山东近岸海域海草的形态学特征,并分析了山东近岸海域海草资源的现状及退化原因。调查共发现海草种类4种,分别为大叶藻(Zostera marina L.)、丛生大叶藻(Zostera caespitosa Miki)、红须根虾形藻(Phyllospadixi watensis Makino)及黑须根虾形藻(Phyllospadix japonicus Makino)。调查结果为进一步开展海草资源调查,恢复受损海草生物群落提供参考。     

深部地球中水的分布和循环

深部地球中的主要物相(橄榄石、辉石、石榴石等及其高压相变产物)是理想化学式中不含H的“名义上无水矿物”,以缺陷形式存在于它们结构中的OH/H2O(统称为结构水)的发现是近二十年来地球科学领域最重要的进展之一。从天然样品的观察和高温高压实验结果来看,深部地球矿物中普遍含有结构水,其总量可能远远超过了水圈。水在深部地球不同层圈中的分布可能具有时间上和空间上的不均一性。在板块俯冲过程中,即使温压条件超过了含水矿物的稳定范围,名义上的无水矿物(如石榴石、辉石等)也可以携带大量的水(质量分数至少数百10-6)进入深部地球,构成了壳幔之间水循环的重要途径。     

山东地区多台波速比研究

文中从多台计算波速比方法的原理入手,对不同公式计算的波速比差异进行了深入分析,认为在原理一致的条件下,波速比差异主要与拟合过程中自变量的选取及2组数据的相关系数有关。利用2002年1月至2005年7月山东省境内及江苏省北部共52个数字及模拟台站的地方震P波和S波到时资料,选取有4个以上记录台站的地震。整个研究区域的平均波速比为1.716,反映了这个地区的波速比相对于华北其他地区偏高。将研究区域划分为1°×2°的单元,并剔除距离震中过远的台站,以保证区域特征能得到反映。通过对比不同单元的平均波速比发现,34°~37°,115°~119°的平均波速比明显高于其他单元,而它们正好分布在郯庐断裂的两侧,应该与该地区上地壳的岩石性质及震源深度分布范围较宽导致的平均效应有关     

中国大陆西部强震前超低频磁场时空变化特征

对2015年至2019年期间中国大陆西部的磁通门磁力仪秒采样观测资料开展了5—100 s频段的地磁垂直强度极化分析,并运用一些数学方法对分析结果进行了处理.结果显示,极化高值在经向和纬向均无明显的形态和幅值变化,且极化高值与地磁外源场扰动无关.在此基础上筛选出18次极化高值异常事件,利用插值方法得到了极化高值异常的空间...     

A multiscale finite element formulation for axisymmetric elastoplasticity with volumetric locking

Similar to plane strain, axisymmetric stress problem is also highly kinematics constrained. Standard displacement‐based finite element exhibits volumetric locking issue in simulating nearly/fully incompressible material or isochoric plasticity under axisymmetric loading conditions, which severely underestimates the deformation and overestimates the bearing capacity for structural/geotechnical engineering problems. The aim of this paper is to apply variational multiscale method to produce a stabilized mixed displacement–pressure formulation, which can effectively alleviate the volumetric locking issue for axisymmetric stress problem. Both nearly incompressible elasticity and isochoric J₂ elastoplasticity are investigated. First‐order 3‐node triangular and 4‐node quadrilateral elements are tested for locking issues. Several representative simulations are provided to demonstrate the performance of the linear elements, which include the convergence study and comparison with closed‐form solutions. A comparative study with pressure Laplacian stabilized formulation is also presented. Copyright © 2009 John Wiley & Sons, Ltd.     

Horizontal dynamic stiffness of pile groups: Approximate expressions

A number of solutions and computer programs are already available to determine the dynamic stiffness of complete pile foundations, assuming linear elastic soil behavior and perfect bonding between the piles and the surrounding soil. These are assumptions that would be generally valid for properly designed machine foundations where very small strains should be expected. A number of approximate formulations have also been developed. Among these the most commonly used one is that proposed by Poulos (1971) [12] for the static case, computing interaction coefficients between the heads of two piles considered by themselves, then forming a matrix of these coefficients to obtain the interaction between the heads of all the piles in the group. Additional approximations have been suggested, particularly for the computation of the interaction coefficients, using closed form expressions. In this paper, approximate expressions that can be used for preliminary estimates, at the very early stages of the design, without the need of computers, are presented. They are intended for pile groups with pile spacing of the order of 3 diameters, typical relations between the modulus of elasticity of the piles and that of the soil between 100 and 1000, and very small amplitude vibrations.