湘永地1井钻进施工及事故处理技术

介绍了页岩气基础地质调查湘永地1井的工程概况,重点阐述了该井的钻探施工工艺及事故处理技术;总结了湘永地1井处理钻井事故的典型案例,并结合实钻地层及测井数据对钻井施工工艺及实钻效果进行了剖析。湘永地1井完钻井深2224.69 m,完钻口径96 mm,全孔平均岩心采取率98.80%,采用金刚石绳索取心钻进工艺,完井各项技术指标均满足地质设计要求。湘永地1井是目前湖南页岩气调查井钻探施工最深的井,施工中遇到的井漏、烧钻、钻杆折断等孔内事故与复杂问题均得到了很好的解决,形成了一套页岩气调查井深井钻探工艺及孔内事故处理技术体系。     

利用弹性波阻抗反演预测构造煤发育

弹性波阻抗反演方法摆脱了常规叠后波阻抗反演基于地震波垂直入射假设前提的局限,保留了反射波振幅随偏移距或入射角度的变化特征,考虑AVO效应,其反演结果对岩性探测更加灵敏。利用弹性波阻抗反演和常规叠后波阻抗反演的结果,构成煤体结构比例因子P。数值模拟分析和实际资料反演结果均表明：当P≥2.5时,构造煤比较发育;P值可以作为有效判别煤体结构的参考依据用以预测构造煤发育带。     

Interaction of oblique waves with infinite number of perforated caissons

An analytic solution based on the division of the fluid domain is developed for the interaction of obliquely incident waves with infinite number of perforated caissons. The whole fluid domain is firstly divided into infinite sub-domains according to the division of structures, and subsequently eigenfunction expansion is employed to represent the velocity potential in each domain. A phase relation is utilized for the analysis of wave oscillation in each caisson, and the character of structure geometry is considered in setting up the mathematical model of reflection waves. The reflection waves from the present analysis include many propagation waves traveling in different directions when the incident wave frequency is high. Benchmark examinations show that the continuous condition of water particle velocity is satisfied at the front walls of caissons, and the reflection coefficients keep agreement with the energy conservation relation very well when porous effect parameter is infinite. Numerical results show that the reflection coefficients of obliquely incident waves are smaller when the length of caissons is shorter at low frequency. The wave reflection coefficients and the wave forces normal to caissons decrease and the wave forces along caissons increase with the increase of the wave incident angle.     

Laboratory Study on the Interaction Between Regular Obliquely Incident Waves and Vertical Walls

The characteristics of wave forces are studied based on physical model tests with regular waves. The ratio of obliquely incident wave forces to normally incident wave forces on unit length of a vertical wall is related with various factors. A linear reduction of the mean force of obliquely incident waves is confirmed with an increase in the relative caisson length. Also the characteristics of reflection coefficient of diagonal waves are discussed.     

当前国外政治地理学边境安全研究进展

如何在边境地区最大限度地实现人流、物流和资金流等自由、快速的有效流动,从而促进国家经济快速发展的同时,防止国际犯罪集团、恐怖主义、非法移民、毒品和大量破坏性武器通过边境地区进入本国,以保证边境和国家的安全,已经成为各国对边境安全研究的核心。当前围绕这一主题国外政治地理学对边境安全的研究主要集中在：对边境安全研究的基本理论探讨、自由贸易与边境安全、恐怖主义与边境安全和先进技术应用与边境安全等4个方面。文章在梳理这4个专题已有研究的基础上,总结了今后边境安全需要进一步深入探讨的基本问题：1）边境安全的理论与实践之间的不一致性;2）高新技术在边境安全管理中的应用;3）边境安全管理中的双边合作;4）边境安全预警体系构建。最后,提出了国外边境安全研究对中国边境安全的一些启示。     

川藏铁路沿线西藏察雅县瓦约村古河道特殊地貌演化分析*

瓦约村隶属于西藏昌都市察雅县,通过遥感解译可直观地观察到其特殊的河流地貌: “离堆山”与环状负地形。据调查,负地形内发现了典型的河流相沉积,确定为古河道地貌类型。另外,在古河道下河口发现了特殊的河湖交汇相沉积,表明历史上曾发生过堵江事件,为河流改道原因提供线索;同时推断当时的河流环境极其动荡,存在数次洪水期和间歇期,可能与末次冰期有关。结合遥感解译及地质背景,最终得出澜沧江瓦约村段河流演化模式。由于瓦约村位于中国川藏铁路规划沿线,工程地质意义重大,研究成果对于保障铁路工程的顺利进行及工程安全具有重要意义。