1950～1990年中国地磁剩余场冠谐分析   总被引：2，自引：0，他引：2       下载免费PDF全文

安振昌 《地球物理学报》2003,46(6):767-771

根据中国1950、1960、1970、1980年和1990年地磁三分量绝对测量资料，使用球冠谐和分析方法，分别计算1950～1990年各个年代中国地磁剩余场冠谐模型. 球冠极点位于36°N和104°E，球冠半角为30°，冠谐模型的截断阶数为8. 地磁剩余场冠谐模型的均方偏差分别为：对于X分量，1950年为93.1 nT，1960年为128.9 nT，1970年为107.2 nT，1980年为107.6 nT，1990年为95.2 nT；对于Y分量，1950～1990年依次为74.8 nT，98.1 nT，89.2 nT，89.9 nT和84.0 nT；对于Z分量，分别为122.2 nT(1950年)，135.0 nT(1960年)，137.7 nT(1970年)，110.1 nT(1980年)和107.5 nT(1990年). 根据中国地磁剩余场冠谐模型和全球地磁场DGRF模型，得到中国地磁场的冠谐模型，并对冠谐模型的边界效应进行了分析和讨论.  相似文献   

桩端沉降测量对试桩成果分析的意义     

过培鑫  高倚山 《上海国土资源》1997,(4):1-7

桩端沉降测量和试桩资料的分析结果表明,桩在传递上部荷载与地基土之间产生的应力应变过程,表现为桩的弹性杆件和地基土的弹—塑性变形特征。从而对受荷桩,尤其是长柱和超长桩的应力应变特征有了更切合实际的认识。  相似文献   

Inelastic models of lithospheric stress-I. Theory and application to outer-rise plate deformation     

Steve Mueller  George L. Choy  William Spence 《Geophysical Journal International》1996,125(1):39-53

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利用相关分析划分重力异常     

龚育龄 《华东地质学院学报》1996,19(3):254-261

本文从理论上对相关分析法区分重力异常的可行性进行了论述，并从一元线性回归方程着手，对大地水准面上的重力值与相应的地形高程作了相关分析，通过分析，认为在区域性小比例主均衡补偿基本完善的条件下，重力值与高程有极好的线性相关关系；当计算窗口较大时，地下的局部不均匀体，不足以破坏重力值与高程的相头发一，所以，在实际工作中，利用相关分析处理重力资料的叠加场，可以收到较好的效果，且方法简单易行。  相似文献   

模拟退火剩余静校正的一步算法   总被引：1，自引：1，他引：1  

崔若飞  王勇 《物探化探计算技术》1996,18(3):242-247

当地震资料的剩余静校正量大、信噪比低时，利用传统的线性反演方法不能有效地拾取静校正量。本文介绍一种非线性反演方法（一步模拟退火法）来估算炮点和检波点的剩余静校正量。通过对合成地震记录的试算表明，该算法可获得近似于真实的剩余静校正量。  相似文献   

Time-dependent, coupled, Ekman boundary layer solutions incorporating Stokes drift   总被引：2，自引：0，他引：2  

D. M. Lewis  S. E. Belcher 《Dynamics of Atmospheres and Oceans》2004,37(4):313-351

Recent technological advances in current measuring devices has resulted in a large observational database related to wind-driven motions in the upper ocean mixed layer. This has served to highlight the fact that transient motions make up a substantial contribution of the resulting Ekman currents. At the same time, certain discrepancies have emerged between the observed angular deflections of the steady-state currents from the surface wind stress, both at the surface and at sub-surface depths, which cannot be reconciled using the classical Ekman model. This paper seeks to tackle these two issues.First a general analytical method is presented for solving the time dependent horizontal momentum Ekman equations. Analysis of the unsteady terms that arise from simple special cases shows how the evolution proceeds through three stages. At early times, the Coriolis acceleration is insignificant, and the current is unidirectional and deepens through downward diffusion of momentum. Later Coriolis acceleration deflects the current vectors in the upper layers, whilst downward diffusion of momentum continues to deepen the layer. Finally, once diffusion has penetrated down to the depth of the steady-state current, then the transients decay on the inertial or diffusive timescale, depending upon the boundary conditions of the particular problem.In the second half of the paper, a new steady-state model is developed that includes the effects of wind-generated waves, through the action of their Stokes drift on the planetary vorticity. Comparisons between observations and the theoretical predictions, demonstrate that inclusion of the Stokes drift is the key to reconciling the discrepancies in the angular deflections of the steady-state currents. This leads to the conclusion that Ekman layer currents are significantly influenced by the surface waves.  相似文献   

河北省物理地层界线厘定     

杨书辰  宫进忠  董杰 《物探与化探》2004,28(1):23-25,31

以现代地层学多重划分为理论依据,以岩石地层单元组的密度、磁化率、剩余磁化强度及厚度加权算术平均值等物性参数为研究对象,以有序地质量最优分割方法为数学手段,进行河北省全区综合地层柱物理地层界线的厘定,并对其地质意义进行了初步讨论。  相似文献   

采空区上方修建大型建筑物地基稳定性评价   总被引：6，自引：0，他引：6  

郭惟嘉  王勇义 《岩土力学》2004,25(Z1):57-59

地表移动变形随时间的稳定性及剩余变形问题一直是采动覆岩沉陷研究的重要方面。笔者分析了采动地表移动变形的时间过程,探讨了地表沉陷的延续时间及地表剩余沉陷的预计方法,给出了采空区上方修建大型建筑物地基稳定性评价的指标,对采空区上建设建筑物提出了相应的技术措施。  相似文献   

A Numerical Study on Coastal Defence at Chennai and Related Management Strategies     

J. S. Mani 《Natural Hazards》2004,31(2):523-536

Chennai coast, right from the inception of Madras harbourin the year 1876, has been experiencinghostile conditions such as (i) coastal erosion, (ii) sandbar formation at the entrance to inlets, (iii) sea water ingression and (iv) change insea bed elevation, etc. In addition, construction of a new satellite harbour, about18 km north of Madras harbour has produced a negative impact on the delicatecoastal features such as (i) Pulicat lake, (ii) Ennore shoals, etc. Construction ofthis satellite harbour has led to the accumulation of sand south of the southbreakwater of the harbour and its accelerated growth is of concern to an inletlocated 2.6~km south of the harbour. `Coastal erosion', a perennial problemassociated with north Chennai sea front for the past 100 years has been addressedin this paper. The paper discusses on a long term solution and details of themethodologies to be adopted for effective management of the coast. Thesolution presented in this paper is based on numerical model study consideringthe nearshore currents and wave induced sediment transports.  相似文献   

On Some Simplifications of Cokriging Neighborhood   总被引：2，自引：0，他引：2  

Jacques Rivoirard 《Mathematical Geology》2004,36(8):899-915

Choosing the cokriging neighborhood is often difficult. A poor choice, ignoring influent data, can result in a loss of information as well as in artifacts in simulations based on cokriging. Then it is convenient to use if possible, or to refer to models that lead to simplified cokriging neighborhood. We essentially consider the case of two stationary variables, a target variable and an auxiliary one. By examining possible simplifications, we set up a list of models (essentially models with residuals) that, in general or under specific configurations, lead to simplifications of cokriging neighborhood. Collocated, dislocated, and other types of neighborhood are identified, that are optimal in some models and configurations. Possible extensions to cokriging with unknown means, and to more variables, are included.  相似文献