Arps递减开发模型

本文在Ａｒｐｓ递减产能预测模型的基础上提出了Ａｒｐｓ递减开发模型,提出了开发速度,采出程度等开发指标的数学关系式,分析了参数Ａｒｐｓ递减开发模型的影响,提出了开发初期Ａｒｐｓ递减开发模型的确定方法,便于开发初期决策,制作了Ａｒｐｓ递减开发模型的ｌｏｇＶｄ－ｌｏｇＲｐ图版,ｌｏｇＶｄ－ｌｏｇ（Ｄｔ）图版,ｌｏｇＲｐ－ｌｏｇ（Ｄｔ）图版,提出了开发中晚期Ａｒｐｓ递减开发模型的判断方法,三点抛物线法和三     

中国中部高铝质超高压变质岩

我国中部在超高压条件下形成的高铝质变质岩石, 以蓝晶黄玉石英岩为特征, 具有以蓝晶石、富水黄玉、富镁硬绿泥石、柯石英、硬水铝石等为代表的高压－超高压变质矿物, 矿物组合主要为蓝晶石＋ 黄玉＋ 石英 （柯石英）、蓝晶石＋ 蓝刚玉±富镁硬绿泥石等。化学成分富铝而贫镁, 其原岩为陆缘高铝质泥质沉积岩。实验岩石学的研究表明, 蓝晶石＋ 黄玉在１０００℃～１２００℃,３．１～３．７７ＧＰａ 条件下仍可稳定存在,而石英已部分转变为柯石英。蓝晶石＋ 黄玉与柯石英一起稳定于超高压条件下。这表明以高铝质岩石为代表的地壳物质已进入到地幔深度, 达到这样的深度只能由会聚板块的俯冲作用而引起。因此,高铝质岩石的存在可以作为Ａ型俯冲作用的指示剂。超高压变质的高铝质岩石将成为陆－陆碰撞事件的重要研究内容。     

A Probabilistic Model for Fatigue Crack Propagation Analysis

A simple probabilistic model for predicting crack growth behavior under random loading is pre-sented.In the model,the parameters c and m in the Paris-Erdogan Equation are taken as random variables,and their stochastic characteristic values are obtained through fatigue crack propagation tests on an offshorestructural steel under constant amplitude loading.Furthermore,by using the Monte Carlo simulation tech-nique,the fatigue crack propagation life to reach a given crack length is predicted.The tests are conducted toverify the applicability of the theoretical prediction of the fatigue crack propagation.     

Breaking Criteria for Regular Waves on Gentle Slopes

Nelson pointed out that the wave breaking criterion(H/d)_b for gentle slopes(i<1/100),inwhich H is the wave height and d is the water depth at the breaking point,is smaller than that for beachslopes of i>1/100),i.e.,the value of(H/d)_b for gentle slopes may be smaller than 0.6.Goda indicatedthat the wave breaking criterion given by himself is a result based on theoretical study,so it should be alsocorrect and can be used for gentle beaches,i.e.,the value of(H/d)_b for gentle slopes may be still largerthan 0.7.By use of high order nonlinear wave theory,this problem is analyzed in this study and the reasonwhy there is a large difference between different studies is explained.Moreover,the bottom energy loss dur-ing wave propagation is considered and the critical slope for the absence of wave breaking is also analyzed.     

Normalization of Hydrodynamic Coefficients in Morison Equation

-The hydrodynamic coefficients C_d and C_m are not only dependent on the size of slender cylin-der,its location in water,KC number and Re number,but also vary with environmental conditions,i.e.,in regular waves or in irregular waves,in pure waves or in wave-current coexisting field.In this paper,thenormalization of hydrodynamic coefficients for various environmental conditions is discussed.When aproper definition of KC number and proper characteristic values of irregular waves are used,a unified re-lationship between C_d,C_m and KC number for regular waves,irregular waves,pure waves and wave-cur-rent coexisting field can be obtained.     

Simulation of Stress Distribution around Tunnels and Interaction between Tunnels Using an Elasto–plastic Model

This article presents a computer simulation of stress distribution around tunnels and interaction between tunnels using an elasto-plastic model. A finite element method using ANSYS software has been used for the analyses of one and two tunnels at different overburden depths with different separating distances between the tunnels. The results of numerical analyses indicate that stress distribution and stress concentration around the tunnels vary with the overburden depths. It is found that the coefficients of stress concentration for elasto-plastic medium are smaller than those for elastic one by 1.9%. Furthermore, the interaction between the two tunnels rapidly decreases with the increase of separation distance between them. In addition, for quantitatively describing the interaction between the two tunnels, a critical separation distance is introduced. The critical separation distances between the two tunnels at different overburden depths are 8 m, 12 m, and 14 m respectively. This fact is very important and essential for the design of mining tunnels and to ensure safety in tunnel engineering.     

贵州寒武系底部碳同位素负异常的地层学和生物学意义

贵州境内早寒武世早期几乎都是黑色页岩沉积。最近在贵州福泉英坪寒武系底部却发现了一套泥岩夹薄层灰岩,它为研究早寒武世早期海洋地球化学特征提供了条件。贵州福泉英坪前寒武系—寒武系界线附近的碳同位素强烈的负异常特征可与全球同期碳同位素进行对比,它对应于中国云南会泽小歪头山段底部、蒙古Tsagaan Oloom组顶部、西伯利亚Salarrny Gol组顶部、美国西南、伊朗、安曼、波兰、纽芬兰、英国、加拿大等地新元古代—寒武纪界线附近的强烈碳同位素负异常,它可作为划分前寒武系—寒武系界线重要依据。该剖面上碳同位素强烈负异常之下有8m厚的黑色页岩和硅质岩,在黑色页岩中发现有大量高肌虫和虫管化石,说明缺氧的黑色页岩沉积期间海洋中有大量的生物生活,但到了灰绿色泥岩和灰岩互层的碳同位素强烈负异常层段,则几乎没有生物化石。可以说缺氧事件对前寒武系—寒武系界线附近生物绝灭事件似乎没有很大的影响,而碳同位素强烈的负异常事件与前寒武系—寒武系界线附近生物大绝灭关系更为密切。     

基于频率搬移的地震资料约束测井资料外推

于地震资料本身频带有限的特性,导致在利用地震资料作为约束条件进行测井资料外推时存在奇异性. 文中利用通信中常用的频率搬移技术,将频带有限的地震资料转化成一种频带拓宽的伪超分辨率资料来控制测井资料的外推,从而解决地震资料约束下的测井资料外推技术中的奇异性问题. 并利用同相轴自动追踪和时频分析技术,解决子波时变的问题,实现沿地层自适应地外推测井资料. 对实际资料的测井速度和反射系数外推结果表明, 此法具有较好的应用前景.     

基于独立分量分析的多次波自适应相减技术

针对多次波自适应相减这个关键问题,文中首次提出利用独立分量分析技术来实现多次波和一次波的分离（简称ICAAMS）. 现有的多次波自适应相减技术大都是采用输出信号（一次波）能量最小准则,基于二阶统计量的技术. 本文提出的ICAAMS采用了输出信号非高斯性最大准则,并利用高阶统计量来表征非高斯性. 简单的褶积模型和复杂的有限差分模型资料处理结果表明, 本文提出的方法可以有效地分离一次波和多次波.     

海上E区天然气水合物地质、地震、地球化学特征综合研究与成藏远景预测

本文提出一种将地质、地震、地球化学分析相结合的方法,以研究海区天然气水合物的成藏条件,首先用物源、构造、沉积和地温等资料进行地质分析,确定海区天然气水合物成藏的地质条件;然后根据对水合物的地震属性（BSR,AVO,BZ等）分析和正演模拟研究,预测水合物及其游离气的存在,结合地质条件,圈定出水合物成藏的有利区带;最后结合对水合物主要成分（甲烷及烃类等）的地球化学异常分析,对研究区天然气水合物成藏的远景作出评价．野外实践结果表明,这种综合研究方法是有效可行的,为海区天然气水合物勘探提供了一种新的研究途径．