层序地层学研究及隐蔽油气藏预测--以南阳凹陷古近系为例   总被引：2，自引：0，他引：2  

程学峰  于群达  吴跃通  孙峥嵘  杨春红 《新疆地质》2003,21(2):206-209

高精度层序地层学已被证明是寻找隐蔽圈闭行之有效的理论方法．运用该理论对南阳凹陷进行了研究，对地震剖面中反射界面的追踪，在古近系中识别出了各级别的层序界面，结合周缘露头、钻井、测井等资料，分析了主要目的层序内体系域的构成及高频单元变化规律，建立了层序地层模式，在此基础上预测南部陡崖式断坡带和北部缓坡式弯折带是低位域砂体和隐蔽岩性油气藏形成的有利区带．  相似文献   

含矿流体混合反应与成矿作用的动力平衡模拟研究   总被引：7，自引：0，他引：7  

林舸  CBZHAO  王岳军  BEHOBBS  龚纪文 《岩石学报》2003,19(2):275-282

本文在约定热液体系中成矿元素成矿速率(成矿过程中单位时间内单位体积所合成矿元素重量的变化)的基础上。借助于物质-热-化学-成矿四重全耦合的研究思路，构建了均匀热液体系、层状热液体系、岩浆侵入热液体系下成矿元素的迁移、富集、溶解与沉淀作用数值模型。模拟结果表明；(1)硫化物(H2S)和硫酸盐(SO42-)流体的混合反应是成矿热液体系中铅、锌、铁成矿元素成矿的重要控制因素；(2)均匀介质、岩浆侵入或地质构造的存在，对成矿元素在成矿流体运移的速度、流线、温度分布和成矿元素的溶解与沉淀分布都有着各自的特征．不同的成矿环境或成矿背景制约了成矿元素的迁移与富集以及矿体的产出定位。暗示成矿环境及成矿速率对热液体系中成矿元素的沉淀与溶解具重要作用；成矿流体的混合反应是成矿作用发生的重要机制之一。在成矿理论研究中必须充分考虑不同地质构造因素的约束。  相似文献   

塔里木板块南缘早古生代沉积特征及构造背景探讨     

蔺新望 《陕西地质》2003,21(1):45-51

塔里木板块南缘早古生代时期继承了震旦纪的古地理格局，处于浅海陆棚—半深海环境，沉积了一套海相碳酸盐岩和碎屑岩地层。根据区域地层划分、古生物化石和最新的同位素测年数据，确定了塔里林板块南缘地层时代为早古生代。通过沉积学和地球化学方法初步分析，确定了该地区为早古生代的大地构造背景—具有被动大陆边缘性质。因此，系统研究塔里木板块南缘早古生代沉积地层，对于重塑早生代以来该区板块构造格局及演化历史有重要地质意义。  相似文献   

邛崃4.5级地震与震后趋势判断     

袁海良  朱昌保  宋杰  高进  任寰 《地震地磁观测与研究》2003,24(4):80-83

邛崃地震发生后，成都市地震局很快做出反应，及时开展了地震考察并做出了正确的震后趋势判断，取得了较好的社会效益。  相似文献   

Fine structure of Pn velocity beneath Sichuan-Yunnan region     

Jinli Huang  Xiaodong Song  Suyun Wang 《中国科学D辑(英文版)》2003,46(2):201-209

We use 23298 Pn arrival-time data from Chinese national and provincial earthquake bulletins to invert fine structure of Pn velocity and anisotropy at the top of the mantle beneath the Sichuan-Yunnan and its adjacent region. The results suggest that the Pn velocity in this region shows significant lateral variation; the Pn velocity varies from 7.7 to 8.3 km/s. The Pn-velocity variation correlates well with the tectonic activity and heat flow of the region. Low Pn velocity is observed in southwest Yunnan, Tengchong volcano area, and the Panxi tectonic area. These areas have very active seismicity and tectonic activity with high surface heat flow. On the other hand, high Pn velocity is observed in some stable regions, such as the central region of the Yangtze Platform; the most pronounced high velocity area is located in the Sichuan Basin, south of Chengdu. Pn anisotropy shows a complex pattern of regional deformation. The Pn fast direction shows a prominent clockwise rotation pattern from east of the Tibetan block to the Sichuan-Yunnan diamond block to southwest Yunnan, which may be related to southeastward escape of the Tibetan Plateau material due to the collision of the Indian Plate to the Eurasia Plate. Thus there appears to be strong correlation between the crustal deformation and the upper mantle structure in the region. The delay times of events and stations show that the crust thickness decreases from the Tibetan Plateau to eastern China, which is consistent with the results from deep seismic sounding.  相似文献   

Numerical evaluation of the damping‐solvent extraction method in the frequency domain by Ushnish Basu and Anil K. Chopra,Earthquake Engng Struct. Dyn. 2002; 31(6):1231–1250     

Chongmin Song  John P. Wolf 《地震工程与结构动力学》2003,32(9):1475-1479

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辽西北票(金-羊)盆地中生代砂岩碎屑组分对区域构造演化的响应   总被引：2，自引：1，他引：2  

闫义  林舸  李自安  贺世杰  徐政语 《沉积学报》2003,21(3):441-447

根据北票 (金-羊 )盆地中生界砂岩碎屑组分分析,综合区域构造演化背景、盆地沉积充填序列及砾岩特征,对盆地中生代物源及构造演化进行了示踪 :晚三叠世为盆地构造活化的起始阶段,盆地物源应主要来自周缘隆升蚀源区的前中生代碎屑沉积物;早侏罗世辽西地区发生了明显的差异升降,北票 (金-羊 )盆地相对伸展陷落,盆地范围有所扩大;晚侏罗世北西-南东向逆冲推覆作用成为盆地的主要控制因素,北票 (金-羊 )盆地具有明显前陆盆地特征,盆地西缘太古代变质岩系出露剥蚀而成为盆地的主要物源之一;早白垩世辽西地区发生构造反转,北票 (金-羊 )盆地相对萎缩。Dickinson模型并不完全适用于辽西地区。  相似文献   

System identification of the Vincent Thomas suspension bridge using earthquake records     

Andrew W. Smyth  Jin‐Song Pei  Sami F. Masri 《地震工程与结构动力学》2003,32(3):339-367

The Vincent Thomas Bridge in the Los Angeles metropolitan area, is a critical artery for commercial traffic flow in and out of the Los Angeles Harbor, and is at risk in the seismically active Southern California region, particularly because it straddles the Palos Verdes fault zone. A combination of linear and non‐linear system identification techniques is employed to obtain a complete reduced‐order, multi‐input–multi‐output (MIMO) dynamic model of the Vincent Thomas Bridge based on the dynamic response of the structure to the 1987 Whittier and 1994 Northridge earthquakes. Starting with the available acceleration measurements (which consists of 15 accelerometers on the bridge structure and 10 accelerometers at various locations on its base), an efficient least‐squares‐based time‐domain identification procedure is applied to the data set to develop a reduced‐order, equivalent linear, multi‐degree‐of‐freedom model. Although not the main focus of this study, the linear system identification method is also combined with a non‐parametric identification technique, to generate a reduced‐order non‐linear mathematical model suitable for use in subsequent studies to predict, with good fidelity, the total response of the bridge under arbitrary dynamic environments. Results of this study yield measurements of the equivalent linear modal properties (frequencies, mode shapes and non‐proportional damping) as well as quantitative measures of the extent and nature of non‐linear interaction forces arising from strong ground shaking. It is shown that, for the particular subset of observations used in the identification procedure, the apparent non‐linearities in the system restoring forces are quite significant, and they contribute substantially to the improved fidelity of the model. Also shown is the potential of the identification technique under discussion to detect slight changes in the structure's influence coefficients, which may be indicators of damage and degradation in the structure being monitored. Difficulties associated with accurately estimating damping for lightly damped long‐span structures from their earthquake response are discussed. The technical issues raised in this paper indicate the need for added spatial resolution in sensor instrumentation to obtain identified mathematical models of structural systems with the broadest range of validity. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

高层建筑中轴线点恢复测量     

欧海平  林鸿 《测绘与空间地理信息》2003,26(2):18-19

高层建筑物中点恢复的测量方法是在负一层测定该建筑物的中点,再引到四层楼顶,最后重新确定施工放样数据,保证该建筑物的设计要求和施工监测。  相似文献   

基于普通数码相机的影像匹配技术   总被引：4，自引：0，他引：4  

保文星  虞鹤松  林卫公 《测绘工程》2003,12(2):30-33

论述了将全数字摄影测量应用于计算煤场煤堆体积的基本理论和方法。重点论述了普通数码相机影像匹配方法和数学模型，系统的物理模型在实验室内得以验证和实现。  相似文献