有限区域流函数和速度势的3种求解方法在分析台风Bilis暴雨增幅中的比较研究

将有限区域流函数、速度势求解中常用的两种张驰法(即理查逊法和加速利布曼法)与调和—余弦谱展开法(H-C法)进行了比较,理论研究表明:H-C法单独考虑边界影响分量,物理意义明确,且不会丢失边界上的天气系统;从计算上看,H-C法重建的风场能精确还原原始风场,且计算效率明显高于两种张驰法,即收敛更快。通过在台风Bilis(0604)暴雨增幅过程诊断中的应用发现,常用的两种张驰迭代方法在求解有限区域流函数和速度势的问题上效果都不是很好,即:用理查逊法和加速利布曼法计算的流函数和速度势重建的风场与原始风场差别较大,不能准确还原原始风场;用H-C法不仅计算效率高,还原的风场与原始风场差异极小,且不受南边界较强的西南季风涌影响,在暴雨增幅前期能较好地反映与暴雨增幅相关的强辐合信号。因此,可用H-C法计算得到的无辐散风和无旋风对有限区域的天气系统进行更深入的动力结构分析。     

RIEMS2.0不同模拟区域模拟中国北方多年气候平均态比较

Regional Integrated Environment Modeling System Version 2.0 （RIEMS2.0） is now being developed by the Key Laboratory of Regional Climate-Environment for Temperate East Asia, Chinese Academy of Sciences. In order to test the sensitivity of the RIEMS2.0 model domain to simulate long-term climate and its change, and provide a basis for the further development and application of the model, the authors compared results between simulated and observed precipitation and surface-airtemperature using two model domains under different cumulus parameterization schemes. The model was driven by NCEP/NCAR re-analysis data with a simulation duration ranging from 1 January 1979 to 31 December 2007. There were no significant differences found in the spatial distributions of the simulated precipitation and surface-air-temperature, or interannual variations between the two model domains. There were, however, differences observed between the two model domain simulations of local sub-regions. The smaller model domain more accurately simulated precipitation, especially in summer （June, July, and August）, and decreased the bias of surface-airtemperature, especially in winter （December, January, and February）. The weak summer and winter monsoons simulated by the smaller model domain was a result of boundary forcings and may partially account for the improvements of this model.     

柴达木盆地西南区震积岩的发现及其引发的勘探启迪

随着勘探和开发的需要,岩性油气藏成为柴达木盆地西南区石油勘探的一个重要领域,然而由于受多期的构造叠加改造,致使柴达木盆地西南区岩性油气藏分布规律不清,勘探接替领域不明确。笔者通过研究发现,由于受盆缘及其北西向二级断裂的影响,盆地西南区地震活动强烈,深、浅层均发现一系列与地震有关的震积岩,可见阶梯状小断层、液化砂岩脉、振动液化卷曲变形构造、砂火山、火焰状构造、假结核、震积砂枕、震积砂球构造、串珠状构造及震褶层等原地震积岩的软沉积物变形特征,另外可见地震引起的重力滑塌或泥石流形成的滑塌构造和角砾岩化变形特征,诸如震裂岩、震塌岩、自碎屑角砾岩、液化角砾岩、内碎屑副角砾岩等异地震积岩。事实上这些震积岩能够极大地改善储集层渗透性,使渗透率大幅度增加,为油气勘探和开发提供了新的视角和领域。更为重要的启迪是形成震积岩的古地震具有重要的触发机制,很容易引起三角洲前缘相的岩性发生滑塌,进而形成滑塌扇、浊积等一系列沉积现象,这种储集体将成为油田储量增长的新亮点,本着这种思想,笔者通过叠前地震多属性的预测及先进的叠前AVO反演预测,在柴达木盆地西南区跃东斜坡带发现这种滑塌体的存在,并建立了相应的沉积模式图。这样将可能突破以往该区"...     

川西前陆盆地蓬莱镇组层序、岩相古地理特征及演化

在川西前陆盆地蓬莱镇组层序特征研究基础上,将川西前陆盆地蓬莱镇组划分为5个沉积层序,每个沉积层序都由进积和退积体系域组成。以体系域为编图单元,采用体系域压缩法,编制了川西前陆盆地上侏罗统蓬莱镇组9张层序岩相古地理图。编图表明,川西前陆盆地蓬莱镇期古地理演化总体上显示盆扩/盆缩的特点,并具有明显的继承性、不均一性、阶段性和同步性。与传统的岩相古地理图相比,层序岩相古地理图具有动态、精确、等时、成因连续和勘探实用等优点。     

A straightforward approach for using single time domain simulations to assess characteristic extreme responses

Short-term wave design approach of marine structures, using nonlinear time domain simulations, is a design procedure that is recognized by various modern standard codes. One of the most challenging points of this approach is the evaluation of the characteristic extreme values for response parameters used in the design check equations. The most straightforward and recommended way to evaluate a response characteristic value is by fitting an extreme value probability distribution to the N-sample of extreme values extracted from N independent time domain simulations with duration equal to the short-term period indicated by the code, which is usually taken as 3 h. However, this procedure would not be practical for some types of marine structures, such as risers and mooring lines, under numerous design load cases and demanding huge finite element models. A more feasible approach would be to assess the response extreme value distribution using only a single short-term time domain simulation with duration shorter than 3 h. But reduced time simulations always introduce some additional statistical uncertainty into the extreme values estimates. This paper discusses a workable way of properly taking into account the statistical uncertainty associated with the simulation length in the assessment of a characteristic short-term extreme response value based on a single time series.     

一种起伏地表条件下的照明补偿方法

起伏的地表条件限制了采集孔径范围并造成深层地震照明不足,为改善该类地区的成像质量,本文提出了一种起伏地表条件下的照明补偿方法.首先,基于小波束波场延拓算子和逐步累加的外推方法在波场延拓过程中解决起伏地表面的影响,并引入空间滤波函数压制虚拟层内的偏移噪音;其次,利用局部指数标架对上、下行波场分解,得到局部角度域成像和照明补偿因子.再次,利用计算出的成像值和照明补偿因子,在局部倾角域完成照明补偿.SEG起伏地表模型测试证明了本方法的有效性,深层构造照明度明显加强,不同角度成像振幅更加均衡,该技术为提高起伏地表地区的成像品质提供了新的手段.     

二维圆柱坐标下FDTD法对多频电磁波测井的数值模拟

在介质围绕Z轴旋转对称的情况下,三维直角坐标下的麦克斯韦方程可变成两组分别对应TM波和TE波的二维柱坐标下的偏微分方程.采用线圈作为电磁波测井的发射器和接收器的时候,可采用TE波对应的方程,这时相当于磁极子的情况.而采用电偶极子作为发射和接收器的时候,则对应TM波的方程.采用时间和空间均为二阶精确的有限差分方法,将偏微分方程进行差分化.这样,空间的电磁场可由时间域有限差分法(FDTD)来求解.     

煤体静载破坏中低频磁场变化特征及产生机制研究

为了研究煤体静载破坏中低频磁场变化特征及其产生机制,进一步完善煤矿动力灾害监测预警技术,通过室内试验、现场试验研究了煤体静载破坏中低频磁场时、频谱特征,并结合微震信号提出了低频磁信号的产生机制。结果表明：煤体静载破坏中所产生低频磁场信号强度为19～156 nT,信号最大幅值、能量与试样强度、加载速度均呈正相关关系。垂直于裂纹扩展面磁场最强,平行于裂纹扩展面磁场最弱。并结果微震信号提出了低频磁场产生机制。低频磁场与微震信号具有时、频域同步性,带电裂纹面随微震信号同频振荡为低频磁场产生机制。现场放炮破煤低频磁信号由簇状脉冲信号及小幅震荡信号组成,其中簇状脉冲成分产生于炮后振动波带动带电壁面的同频振动,而小幅震荡成分是巷帮煤壁趋向新应力平衡状态时发生的横向拉伸破坏及带电煤碎屑运移、摩擦及转动的结果。     

Adaptive analysis of infinite beams dynamics problems using the periodic configuration update method in the time domain

This paper proposes a new approach for the assessment of the dynamic response of continuously supported infinite beams under high‐speed moving loads. A change in the representation of equations of motion in the dynamics of discrete structures is proposed to obtain an improved accuracy of the numerical integration in the time domain. The proposed numerical method called the “periodic configuration update” or “PCU method” is applied to solve the problem of a vertical moving harmonic load on an infinite classical Euler‐Bernoulli beam resting on a continuous viscoelastic foundation. This study shows the superiority of the proposed method in comparison with other methods presented in the literature that suffer from the material time derivative, i.e., convective terms, that arises from the Galilean transformation. To confront this numerical problem, the PCU method retains the principle of the spatial follow of loads while zeroing the relative velocity with the traversed beam via a step‐by‐step adaptive integration of the equation of structural dynamics. The dynamic load is modeled with high theoretical velocities that can reach the critical velocity of the studied beam with different angular frequencies belonging to moderate frequency range. A parametric study is carried out to analyze the influence of key parameters on the convergence. The obtained results show a high efficiency of the PCU method for solving these types of problems relative to the dynamics of high speed trains/tracks.     

近30年来国外国家公园研究进展与启示

国家公园是自然保护和旅游研究领域的重要内容之一。本文以Web of Science数据库收录的近30年国外国家公园相关文献为基础,对筛选的451篇英文文献运用可视化软件CitespaceⅢ及系统综述的方法,从资源评估、环境影响、发展模式、规划、运营管理5个方面对国外国家公园研究主要内容进行述评,并对研究方法进行系统分析。最后,从国家公园立法、发展模式构建、管理内容与方法、社区参与模式与机制、环境监测与评估5个方面提出未来中国国家公园的研究方向。总体上看,国外有关国家公园的研究具有研究对象复杂、视角多元、方法综合的特征。在构建国家公园体制的大背景下,借鉴国际经验构建中国国家公园研究体系将对完善中国保护地相关研究、指导国家公园建设具有重要意义。