塔里木盆地塔中—巴楚地区奥陶系内幕不整合

塔里木盆地塔中-巴楚地区奥陶系内部存在一期重要的不整合。通过对数十口钻井的地层、古生物研究及与露头剖面的对比,发现该不整合的顶、底层位变化较大,地层缺失量在不同地区有所差异,可大致分为两种情况:其一是塔中地区,上奥陶统良里塔格组覆于鹰山组第三段(下奥陶统上部)之上,且有部分钻井良里塔格组下部也发育不全,缺失了至少11个牙形石带,相当于有17~20Ma的地层缺失;其二是巴楚地区,良里塔格组覆于鹰山组第二段或鹰山组第一段(中奥陶统下部)之上,缺失了至少8个牙形石带,相当于有约14Ma的地层缺失。上述地层缺失主要是由于中奥陶世以后塔里-巴楚地区出水成陆,碳酸盐岩地层受大气淡水溶蚀的结果。在不整合之下碳酸盐岩地层中形成的岩溶是十分重要的油气储层。因此,对该不整合的研究对于塔中、巴楚地区奥陶系,特别是鹰山组的油气勘探具有重要的意义。     

珠江口盆地惠州凹陷迁移型层序特征及其意义

迁移型层序是陆相湖盆中一种特殊的层序构型,但是其特征以及主控因素尚不清楚.通过对珠江口盆地惠州凹陷文昌组层序地层学研究,发现下文昌组三级层序PSQ1~PSQ4主要发育在凹陷南部,上文昌组三级层序PSQ5~PSQ7主要发育在凹陷北部;三级层序PSQ1~PSQ7逐渐由南东向北西发生跨洼陷迁移.这种迁移型层序是由幕式构造活动差异性造成的,在裂陷IA幕,惠州凹陷南部控凹断裂活动强度大,发育以下文昌组为主的T型层序构型;在裂陷IB幕,北部断裂活动加强,南部的断裂活动减弱,造成沉积、沉降中心迁移到惠州凹陷北部,发育以上文昌组为主的H型层序构型.迁移型层序及其控制下的砂体和烃源岩在侧向迁移、叠加过程中,更利于生、储、盖等油气成藏要素的有效配置,形成多区块、多层段油气藏组合.      

An Analytical Solution for Mechanical Responses Induced by Temperature and Air Pressure in a Lined Rock Cavern for Underground Compressed Air Energy Storage

Mechanical responses induced by temperature and air pressure significantly affect the stability and durability of underground compressed air energy storage (CAES) in a lined rock cavern. An analytical solution for evaluating such responses is, thus, proposed in this paper. The lined cavern of interest consists of three layers, namely, a sealing layer, a concrete lining and the host rock. Governing equations for cavern temperature and air pressure, which involve heat transfer between the air and surrounding layers, are established first. Then, Laplace transform and superposition principle are applied to obtain the temperature around the lined cavern and the air pressure during the operational period. Afterwards, a thermo-elastic axisymmetrical model is used to analytically determine the stress and displacement variations induced by temperature and air pressure. The developments of temperature, displacement and stress during a typical operational cycle are discussed on the basis of the proposed approach. The approach is subsequently verified with a coupled compressed air and thermo-mechanical numerical simulation and by a previous study on temperature. Finally, the influence of temperature on total stress and displacement and the impact of the heat transfer coefficient are discussed. This paper shows that the temperature sharply fluctuates only on the sealing layer and the concrete lining. The resulting tensile hoop stresses on the sealing layer and concrete lining are considerably large in comparison with the initial air pressure. Moreover, temperature has a non-negligible effect on the lined cavern for underground compressed air storage. Meanwhile, temperature has a greater effect on hoop and longitudinal stress than on radial stress and displacement. In addition, the heat transfer coefficient affects the cavern stress to a higher degree than the displacement.     

Spalling Experiments on Large Hard Rock Specimens

Specimens of coarse-grained Äspö diorite were axially compressed to observe stress-induced spalling. The specimens had a novel design characterized by two manufactured large radius notches on opposite sides. The tangential stress occurring in the notches aimed to represent the tangential loading around a circular opening. Fracture stages were monitored by acoustic emission measurements. Rock chips were formed similar to those found in situ, which indicates a similar fracture process. Slabs were cut out from the specimens and impregnated using a fluorescent material to visualize the cracks. The cracks were subsequently examined by the naked eye and by means of microscopy images, from which fracture paths could be identified and related to different minerals and their crystallographic orientations. The microscopy analyses showed how the stress field and the microstructure interact. Parallel cracks were formed 2–4 mm below the surface, sub-parallel to the direction of the maximum principal stress. The crack initiation, the roles of minerals such as feldspar, biotite and quartz and their grain boundaries and crystallographic directions are thoroughly studied and discussed in this paper. Scale effects, which relate to the stress gradient and microstructure, are discussed.     

大兴安岭南部幸福之路组的时代及二叠—三叠系界线研究——来自凝灰岩LA-ICP-MS锆石U-Pb年龄的证据

多数研究者认为西拉木伦河—长春—延吉断裂带为华北与西伯利亚两大板块的最后缝合带,但最后拼合时间仍存在分歧,原因之一是对晚二叠世—早三叠世地层研究不足,尤其是对上二叠统与下三叠统接触关系研究更为欠缺。幸福之路组分布于大兴安岭南部,为一套以红层为主要特征的杂色碎屑岩组合,含有叶肢介、介形虫、双壳、植物及孢粉化石。笔者对采自巴林右旗幸福之路苏木幸福之路组上段的岩屑晶屑凝灰岩样品进行了LA-ICP-MS锆石U-Pb测年分析,结果为(254.3±2.6)Ma。结合已有的火山岩测年及化石资料认为,幸福之路组上段下部时代为晚二叠世,上部为早三叠世早期,大兴安岭地区上二叠统与下三叠统为连续沉积,晚二叠世晚期两大板块发生碰撞拼合,古亚洲洋消失,发生南北生物群的混生,早三叠世西伯利亚板块和华北板块碰撞结束。     

新疆阜康急斜地层煤层气井施工技术

针对新疆阜康白杨河煤层气矿区地层急斜、软硬互层、存在烧变岩层等问题造成的钻孔极易弯曲、坍塌等问题,采用空气潜孔锤钻井技术及无线电磁波随钻测井定向钻进技术,顺利解决了钻孔弯曲、塌孔、成孔难等施工难题,施工效率达到常规钻井速度的3倍以上,对于类似地层的煤层气井施工有借鉴意义。     

钻柱振动特性的仿真分析

钻进过程中,钻柱振动是不可避免的,而且钻柱产生振动的原因是多方面的。随着研究的深入,人们不仅认识到钻柱振动对钻井作业产生的负面影响,还认识到利用振动可以得到许多井下信息。运用一根钻杆模型,分析了其在不同工作状况下的振动特性,得到了钻杆在横向、纵向、扭转振动的多阶振型,以及对应的应力应变图。对照振型和应力应变图,联系钻井实践中各种钻柱失效形式,以期从中找出一些振动与钻柱失效的关联,更好地利用振动去解决生产问题。     

双重含水介质水文地质参数的高分辨率识别

某火山岩矿区由于受后期构造影响,含水介质除了发育成岩裂隙-孔洞外,还发育有多组构造裂隙和剪切破碎带。抽水试验显示:抽水早期(≤6min)各观测孔的降深明显大于泰斯理论降深(单重均质),中后期(6min)趋于一致,呈现出双重含水介质的释水特征。本次研究在充分分析双重介质释水机理的基础上,结合时间步长为20s的高分辨率降深资料,采用分段泰斯模型进行了水文地质参数的识别。结果表明:剪切破碎带等强导水介质的弹性给水度略小于成岩裂隙-孔洞弱导水介质的弹性给水度;但导水系数相差很大,强导水介质一般为5 590~6 130m2/d,而弱导水介质仅715~743m2/d,这必然会导致未来矿山开拓过程中初见涌水量和稳定涌水量的显著差异,需要引起足够的重视。