藏北羌塘中部日湾茶卡组物源——LA-ICP-MS锆石U-Pb年龄及稀土元素特征

在龙木错—双湖—澜沧江板块缝合带中段的冈玛错—日湾茶卡地区,近东西向展布着一条富含暖水型生物化石的早石炭世地层日湾茶卡组（C1r）。对日湾茶卡组砂岩中的碎屑锆石进行LA-ICP-MS U-Pb定年,分析结果显示存在325~400Ma、400~500Ma、500~600Ma、950~1100Ma、1400~1800Ma和大于1800Ma六个年龄区间;最年轻的碎屑锆石年龄为325 Ma,时代为早石炭世维宪期;碎屑锆石中362 Ma和454Ma的年龄峰值最明显,为龙木错—双湖—澜沧江洋岛弧消减事件和加里东运动的年龄记录,表明碎屑岩的物源区主要来自于扬子大陆周缘。结合古生物化石资料可知,日湾茶卡组属于欧亚大陆扬子型石炭纪沉积地层,为岛弧环境下的一套浅水台型沉积。     

良性对称性脂肪瘤病的影像诊断

目的 探讨Madelung`s病的CT及MR表现。 资料与方法 结合文献回顾分析16例良性对称性脂肪瘤病患者的临床资料。回顾性分析2003年5月~2005年12月间我院影像及临床科室证实的Madelung`s病16例。男性15例,女性1例。应用GE Process F-II型多层螺旋CT扫描机以及XGY OPER-0.35T永磁性磁共振扫描仪。行颈部及下颌部扫描。磁共振扫描常规应用脂肪抑制序列。 结果 16例病人中4人表现为颈后部、双侧肩部皮下脂肪过度堆积;9例患者表现为双侧颌下脂肪层增厚、双侧咽旁间隙、腮腺周围间隙脂肪过度堆积;3例病人表现为双侧颌下、颈前部、双侧锁骨上窝深浅筋膜间隙脂肪组织过度堆积。CT及MR增强扫描未见异常强化,其内血管分布与走行未见异常。磁共振压脂像显示为正常脂肪组织,未见其它异常信号显示。     

粘性土微结构形态要素及其定量信息处理技术

本文论述了粘性土微结构的形态要素及其层次关系，提出了11种结构参数并难予了相应的图像定义；以分形理论为基础确定了7项非线性结构要素的定量描述方法及其分维指标，并对其定量信息获取手段——粘性土微结构图象处理系统（MIPS）作了简要介绍。     

深反射地震资料处理和解释的初步研究

深反射地震资料处理的关键是从干扰背景中提取和增强深层弱有效信号,提高剖面的信噪比和分辨率.深反射地震剖面的解释要着眼于大的地质构造运动和成因,运用地质规律进行综合地质解释.在解释中,通过分析和研究某些相干干扰波的形成和特点,有助于对深反射地震剖面进行可靠的地质推断解释.     

转换波AVO近似及其在PP/PS联合反演中的应用(英文)

多分量勘探相比常规纵波勘探而言有许多的优势,PP/PS联合AVO分析和反演是强而有效的储层识别方法。在本文中,我们推导了更精确的转换波AVO反射系数公式;并在入射角小于30度时进行了进一步简化,其对于转换波AVO分析和反演而言更加简单有效。基于该近似,我们进行了PP/PS联合AVO反演。实际资料的实例表明,反演得到的纵横波速度比可很好地识别岩性及油气。反演得到的流体因子和泊松比等其他属性在储层处也显示出明显异常,效果显著。     

太阳风湍流和磁层亚暴的一种机制

太阳风的动量涨落将通过磁层边界在磁尾激发磁流体力学波。快磁声波携带扰动能量传到等离子体片中,发展为激波,或者通过激波的相互作用而耗散能量,使等离子体加热。等离子体片中的随机费米加速机制,使麦克斯韦分布尾巴部分的高能量粒子被加速到更高能。在宁静态时,加热、加速与耗散过程平衡。当太阳风的动量或者其涨落较大时,整个加热和加速过程加剧,更多的高能粒子产生,并从等离子体片中逃逸,形成高速的等离子体流注入近地轨道和极区,表现为磁层亚暴过程。利用这种机制,可以解释地球磁层亚暴的定性特征。     

哈尔滨城市建设基础地理信息系统的建设

针对目前我国ＧＩＳ应用现状,在应用需求调查和分析的基础上,介绍了哈尔滨市城市建设基础信息系统建设过程的经验,提出了特大城市建立城市基础信息系统的方案。     

Relationship Between Land Cover Ratio and Urban Heat Island from Remote Sensing and Automatic Weather Stations Data

Urban heat island (UHI) effect has a close relation to land covers type. This paper investigates the relationship between land cover ratio and UHI in Guangzhou, south of China using remote sensing and automatic weather stations data. The temperature data were obtained by Automatic weather stations (AWS) of Guangzhou in October, 2004, at the same time with the CBERS remote sensing image acquired. Firstly, the hourly mean temperature was computed from hourly AWS data. Secondly, the CBERS remote sensing image was classified using support vector machine (SVM) and land covers classification were output. Thirdly, the classification result was overlapped with a round buffer with 1.5 KM radius centered on the AWS, and then the land cover ratio, Edge Density (ED) and Mean Fractal Dimension (MFRACT) of buffers were computed out. Finally, the correlation coefficient between hourly mean temperature and land cover ratio, ED and MFRACT was calculated. It concluded that UHI intensity was heavier during nighttime than daytime. Stations with higher vegetation ratio and higher ED had lower heat island effect. On the contrary, stations with higher impervious ratio and lower ED had more serious heat island effect. The positive–negative of correlation coefficient between hourly mean temperature and vegetation ratio during 11:00–17:00 h (local time) was opposite to that during other time. ED was negatively correlated with hourly mean temperature except during 11:00–17:00 h. On the contrary, MFRACT was positively correlated with hourly mean temperature. It implied that fragmentations of patches were favorable to UHI alleviation, and complexities of patch were unfavorable factors.     

Rocking vibrations of a rigid embedded foundation in a poroelastic half‐space

This paper presents an analysis of the rocking vibrations of a rigid cylindrical foundation embedded in poroelastic soil. The foundation is subjected to time‐harmonic rocking excitation and is perfectly bonded to the surrounding soil. The soil underlying the foundation base is represented by a homogeneous poroelastic half‐space, whereas the soil along the side of the foundation is modeled as an independent poroelastic stratum composed of a series of infinitesimally thin layers. The behavior of the soil is governed by Biot's poroelastodynamic theory. The contact surface between the foundation base and the poroelastic soil is assumed to be smooth and either fully permeable or impermeable. The dynamic interaction problem is solved by employing a simplified analytical method. Some numerical results for the nondimensional rocking dynamic impedance and nondimensional angular displacement amplitude of the foundation are presented to show the effect of nondimensional frequency of excitation, poroelastic material parameters, hydraulic boundary condition, depth ratio and mass ratio of the foundation. Copyright © 2009 John Wiley & Sons, Ltd.     

潍北-莱州湾凹陷郯庐断裂带新生代走滑特征

横切潍北-莱州湾凹陷郯庐断裂带的地震反射剖面和断裂带内的凹陷断层、沉积相和油气特征,直接或间接显示了郯庐断裂带的延伸、运动性质和活动时限。郯庐断裂带在海域和陆上的几何形态及其组合基本一致,根据切过断裂带的剖面和平面上断层的组合特征,判断其为兼具垂直位移的走滑运动断层系。走滑断裂带的活动控制着凹陷内同构造沉积以及构造样式,表明郯庐断裂带的活动时限具分段性,相当于渤海湾盆地孔店组(E1?2k)-沙四段(E2?3s4)沉积期(古新世-早始新世)-孔店组-沙二段(E2?3s2)沉积期(古新世-始新世)-孔店组-沙一段(E2?3s1)(古新世-渐新世)沉积时期,走滑拉分活动由南向北迁移; 活动方式也由古新世-早始新世的左旋走滑活动,被早始新世之后的右旋走滑活动所替代。