凡河元古宙坳拉谷关门山铅锌矿床铅同位素研究     

张国武 《国土资源》1993,(1)

凡河元古宙坳拉谷关门山铅锌矿床及外围铅矿点,矿石中的铅是以正常铅为主,单阶段模式年龄为1807—1995Ma,铅质来源主要是造山带铅,铅源岩为大于2000Ma的太古宙结晶基底。矿石中异常铅具有线性关系,它是由矿石中的正常铅与放射成因铀铅组成的。结合地质观察认为1807—1995Ma是正常铅受到均一化时间,不是成矿时间。该时间大于容矿条带状白云岩的年龄1526—1600Ma。矿体受断裂构造控制,具有穿层性,矿体生成于容矿岩石成岩以后。矿床成因是属后生的。成矿时间(主矿化期)为1400—1500Ma左右,最晚矿化时间为294Ma。矿床成因属元古宙坳拉谷碳酸盐岩密西西比河谷型(MVT)后生铅锌矿床。  相似文献   

地震发生的极限时间   总被引：7，自引：3，他引：4  

刘正荣 《地震研究》2002,25(2):95-99

指出了成组出现的地震一般所遵从的规律，并以实例形式计算了中国历史上几次巨大地震，1996－1976年间各大地震间所满足的关系，并以越南来州地震为例说明了以较小地震报大震的方法。  相似文献   

Precision timing measurements of PSR J1012+5307     

Ch. Lange  F. Camilo  N. Wex  M. Kramer  D.C. Backer  A.G. Lyne  O. Doroshenko 《Monthly notices of the Royal Astronomical Society》2001,326(1):274-282

We present results and applications of high-precision timing measurements of the binary millisecond pulsar J1012+5307. Combining our radio timing measurements with results based on optical observations, we derive complete 3D velocity information for this system. Correcting for Doppler effects, we derive the intrinsic spin parameters of this pulsar and a characteristic age of 8.6±1.9 Gyr . Our upper limit for the orbital eccentricity of only 8×10⁻⁷ (68 per cent confidence level) is the smallest ever measured for a binary system. We demonstrate that this makes the pulsar an ideal laboratory in which to test certain aspects of alternative theories of gravitation. Our precision measurements suggest deviations from a simple pulsar spin-down timing model, which are consistent with timing noise and the extrapolation of the known behaviour of slowly rotating pulsars.  相似文献   

Spectral information from fourier analysis of digitized quartz grain profiles     

John D. Boon III  David A. Evans  Harold F. Hennigar 《Mathematical Geology》1982,14(6):589-605

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REVIEWS OF GEOGRAPHIC SOFTWARE     

《The Professional geographer》1986,38(4):425-430

Geographic Software Reviewed in this article: LIFE TABLES and the LESLIE MATRIX. CONDUIT MENTMAP2 . Lawrence W. Carstensen Jr . PC-MATLAB , Version 1.0. The Math Works, Inc. QUICKMAP , version 1.0. Sammamish Data Systems, Inc. SYSTAT: THE SYSTEM FOR STATISTICS , Version 2.1, Systat Inc. USA DISPLAY . Instant Tecall  相似文献   

Common reflecting elements (CRE) ray tracing for the calculation of the global multi-offset time field     

Z. Koren  B. Gelchinsky 《Geophysical Journal International》1989,99(2):391-400

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Attitude dynamics of a rigid body on a Keplerian orbit: A simplification   总被引：1，自引：0，他引：1  

Mercedes Arribas  Antonio Elipe 《Celestial Mechanics and Dynamical Astronomy》1993,55(3):243-247

An infinitestimal contact transformation is proposed to simplify at first order the Hamiltonian representing the attitude of a triaxial rigid body on a Keplerian orbit around a mass point. The simplified problem reduces to the Euler-Poinsot model, but with moments of inertia depending on time through the longitude in orbit. Should the orbit be circular, the moments of inertia would be constant.  相似文献   

Finite element formulation and algorithms for unsaturated soils. Part I: Theory     

Daichao Sheng  Scott W. Sloan  Antonio Gens  David W. Smith 《国际地质力学数值与分析法杂志》2003,27(9):745-765

This paper presents a complete finite‐element treatment for unsaturated soil problems. A new formulation of general constitutive equations for unsaturated soils is first presented. In the incremental stress–strain equations, the suction or the pore water pressure is treated as a strain variable instead of a stress variable. The global governing equations are derived in terms of displacement and pore water pressure. The discretized governing equations are then solved using an adaptive time‐stepping scheme which automatically adjusts the time‐step size so that the integration error in the displacements and pore pressures lies close to a specified tolerance. The non‐linearity caused by suction‐dependent plastic yielding, suction‐dependent degree of saturation, and saturation‐dependent permeability is treated in a similar way to the elastoplasticity. An explicit stress integration scheme is used to solve the constitutive stress–strain equations at the Gauss point level. The elastoplastic stiffness matrix in the Euler solution is evaluated using the suction as well as the stresses and hardening parameters at the start of the subincrement, while the elastoplastic matrix in the modified Euler solution is evaluated using the suction at the end of the subincrement. In addition, when applying subincrementation, the same rate is applied to all strain components including the suction. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

WAP手机无线授时技术的模拟实现     

赵当丽  杨廷高 《时间频率学报》2002,25(2):118-123

介绍了无线应用协议(WAP)的工作原理、体系结构以及WAP的新应用——WAP手机无线授时的模拟实现。它是通过无线通信协议,以无线标记语言编写主程序,采用动态连接的方式调用VC 的时间通信程序来完成WAP手机的无线接时。对于用户来说,只要拥有具有WAP功能的手机,键入他要访问的WAP内容服务器的统一资源定位器(URL),就可以非常快捷、方便地获得时间信息服务。  相似文献   

传感器信号调制脉冲序列抽样频率的确定     

吴凡 《广东海洋大学学报》2003,23(1):51-56

通过对传感器输出信号波形有无振荡进行分类 ,依据传感器响应时间的定义 ,分别找到一阶、二阶及理想动态传感器的频带上限与动态响应时间两者间的关系式 ;提出了传感器“受激系数”的概念 ,推导出输出信号波形有无振荡两种传感器之间的比例关系。并通过一个数值例子 ,说明所推导出关系式的应用。  相似文献