层序和体系域的有机相构成及其研究意义

层序地层学为沉积盆地的充填史分析和储层预测提供了有效的格架，但其在源岩评价和预测中的意义未能引起充分的重视。本文对莺海、琼东甫盆地的各沉积层序进行了有机相分析，发现（１）浅水型沉积层序中各体系域的机相构成基本相同，且有机相的侧向变化不明显；（２）在深水型层序中，海进体系域上部和高位体系域下部有机质丰度较高、类型较好，有机相层序呈Ｓ性，但有机的侧向变化明显；（３）多层序有机相的总体演化趋势反映了盆地     

地球油气资源潜力是自然科学的基本问题

层序地层学自１９８７年问世以来，在国外如火如荼地发展起来，石油地质界对它的发展尤为关注。然而，在我国却显得举步维艰，进展缓慢。本文讨论了出现这种状况的起因：①不认识地震反射界面基本上是等时面；②认为地震／层序地层学是研究被动大陆边缘海相地层产生的，不适于非海相地层；③常规剖面中的地震反射频率和分辨率太低，不足以进行层序地层学研究；④层序地层学属纯理论科学，脱离油气勘探实际，采纳它的概念可能打气生产秩序。最后文章从正面阐述了开展层序地层学研究的必要性。     

中国黄土与红色粘土记录的地磁极性界限及地质意义

本文报道由蓝田、陕县、洛川、西峰、平凉、兰州及靖远等剖面获得的古地磁研究结果．主要结论为：１．中国黄土剖面记录了Ｂｒｕｎｈｅｓ正极性带与Ｍａｔｕｙａｍａ负极性带，Ｂｒｕｎｈｅｓ／Ｍａｔｕｙａｍａ极性转换过程位于第８层黄土（Ｌ８）．在段家坡黄土剖面该转换过程对应的地层厚度为０．３７５ｍ，持续时间约６０００ａ．转换过程由３次极性变化构成，每次经历的时间约为４００ａ．２．Ｊａｒａｍｉｌｌｏ正极性亚带（Ｊ）位于标志层Ｌ９至Ｌ１５之间，大约Ｓ１０－Ｓ１３位置．３．Ｏｌｄｕｖａｉ正极性亚带（Ｏ）对应的地层为Ｓ２７－Ｓ３３４．Ｒｅｕｎｉｏｎ正极性亚带（Ｒ）由两部分组成，在蓝田段家坡黄土剖面分别位于Ｌ３６和Ｓ３８５．Ｍａｔｕｙａｍａ负极性带与Ｇａｕｓｓ正极性带界限（Ｍ／Ｇａ）位于黄土和红色粘土交界处，中国黄土的底界年龄为２．４８Ｍａ左右．黄土与红色粘土为整合接触关系．６．黄土下伏的红色粘土记录了Ｇａｕｓｓ正极性带，Ｇｉｌｂｅｒｔ负极性带和古地磁年表编号５（Ｅｐｏｃｈ５）．     

地震序列性质与断层分形关系的探讨

本文依据地震序列的特点给出地震断层的多分形分割模式，并给出ｂ值在时域分段及区域分段下，地震断层局域定标的配分函数建构方法。同时将地震序列的局域化标度及非线性修正与断层的多标度分形联系起来，为断层分割的几何提供一个普适算法。本文推广Ｄ＝Ａｂ给出鞍点估计，并讨论局域波动带来的奇异性与阵发混沌。     

河南周口拗陷下第三系核二段古水流及沉积体系研究

本文利用地震时间剖面的内部反射结构和外部几何形态等地震相标志,结合古地貌特征的研究,对周口拗陷下第三系核桃园组二段进行了古水流体系和沉积体系的分析。研究表明,充分利用地震信息,对在控制井少的新区寻找隐蔽油藏可提供科学依据。     

北京西山南部构造序列初探

笔者利用解析构造学方法,初步确定了本区的构造序列。它反映了从下部构造层次到上部构造层次的系统变化,从早期的层内固态流变经压扁作用和弯曲作用到后期的剪切破裂变形过程中岩石韧性递减的系统演变。由于岩浆侵入而使其间增加了一个韧性再增强的变形期。     

Numerical Modeling of the Ston-Slano (Croatia) Aftershock Sequence

The rate of aftershock occurrence after the M6 Ston-Slano (Croatia) earthquake is modeled as the Epidemic Type Aftershock Sequence (ETAS). Increase of the modeled cumulative number of aftershocks with time was fitted to observations by the least-squares criterion using the combined grid-search and Monte-Carlo approach. This enabled not only the estimation of the most probable ETAS parameters, but also the determination of their confidence limits, as well as the estimation of the bias between them. It has been found that the bias is significant for some of the parameter pairs, regardless of the threshold magnitude assumed. Residual analyses revealed that all strong aftershocks (M _L 4.5) occurred during the periods of normal to high aftershock activity. There were two periods of quiescence in the sequence, both of which were followed by a strong aftershock.     

Modeling forced pool–riffle hydraulics in a boulder-bed stream, southern California

The mechanisms which control the formation and maintenance of pool–riffles are fundamental aspects of channel form and process. Most of the previous investigations on pool–riffle sequences have focused on alluvial rivers, and relatively few exist on the maintenance of these bedforms in boulder-bed channels. Here, we use a high-resolution two-dimensional flow model to investigate the interactions among large roughness elements, channel hydraulics, and the maintenance of a forced pool–riffle sequence in a boulder-bed stream. Model output indicates that at low discharge, a peak zone of shear stress and velocity occurs over the riffle. At or near bankfull discharge, the peak in velocity and shear stress is found at the pool head because of strong flow convergence created by large roughness elements. The strength of flow convergence is enhanced during model simulations of bankfull flow, resulting in a narrow, high velocity core that is translated through the pool head and pool center. The jet is strengthened by a backwater effect upstream of the constriction and the development of an eddy zone on the lee side of the boulder. The extent of flow convergence and divergence is quantified by identifying the effective width, defined here as the width which conveys 90% of the highest modeled velocities. At low flow, the ratio of effective width between the pool and riffle is roughly 1:1, indicating little flow convergence or divergence. At bankfull discharge, the ratio of effective width is approximately 1:3 between the pool and downstream riffle, illustrating the strong flow convergence at the pool head. The effective width tends to equalize again with a ratio of 1:1 between the pool and riffle during a modeled discharge of a five-year flood, as the large roughness elements above the pool become drowned out. Results suggest that forced pool–riffle sequences in boulder-bed streams are maintained by flows at or near bankfull discharge because of stage-dependent variability in depth-averaged velocity and tractive force.     

陆源碎屑与碳酸盐混合沉积研究中的几点思考

在前人研究的基础上，结合一些具体研究实例，对混合沉积的定义进行了修正和补充；对混积岩和混积层系重新进行分类和命名；根据混合沉积的定义、成因、成分、结构、沉积构造及接触关系等因素，按照“沉积事件+剖面结构”的原则，提出了渐变式、突变式和复合式3种成因类型，对前人的研究成果进行了概括和归纳；对混合沉积的控制因素进行了深入讨论；在以碳酸盐沉积为主和以陆源碎屑沉积为主的2类沉积背景下详细论述了层序格架中混合沉积的发育情况；结合混合沉积本身的特点讨论了混合沉积与油气的关系。最后针对混合沉积研究现状，指出了该领域研究中存在的问题，并对未来的研究方向进行了展望。     

饶阳凹陷古近系层序发育的控制因素分析

在分析饶阳凹陷古近系层序类型和发育模式的基础上，根据层序的结构特点，对每种层序发育的控制因素进行了分析。认为在沉积物供应速率变化不大的情况下，盆地基底的的沉降速率和沉降高峰期的时间决定着裂谷期层序的结构、各体系域开始发育和结束的时期。沉积物供应速率和可容空间变化的速率的比值决定着准层序组的类型，局部高速率的沉积物供应回在湖侵期发育进积式准层序组。气候的变化也是层序发育的控制因素，在干旱期，湖平面变化和层序的结构主要受气候控制。