遥感影像镶嵌时拼接缝的消除方法   总被引：29，自引：0，他引：29  

朱述龙  钱曾波 《遥感学报》2002,6(3):183-187

对现有的影像并接缝消除方法的优缺点进行了分析,提出了拼接缝消除的强制改正方法,并用大量的实际图像进行了试验。结果表明：所提出的方法具有较好的拼接缝消除效果,且算法简单,易于实现,可以处理彩色和黑白等多种图像。  相似文献   

地理坐标下网格化数据等值线的处理及编程   总被引：3，自引：0，他引：3  

李圣强  姜立新  李闽峰  杨满栋  米宏亮 《山西地震》2002,(2):20-23

分析了均匀网格化数据等值线处理的具体步骤 ,介绍了非均匀网格分布数据的均匀网格化处理中的 3种方法 :按距离加权的最小二乘法 (N— P法 )、按方位取点加权法和加权最小二乘法拟合法 (M— S法 ) ,提供了 N— P法和 M— S法的 C 源程序  相似文献   

孔隙水压力静力触探动态贯入过程的有限元模拟   总被引：3，自引：0，他引：3  

马淑芝  贾洪彪  孟高头 《岩土力学》2002,23(4):478-481

孔隙水压力静力触探作为一种新型的土体勘测技术已被广泛应用,但是,其机理的研究尚存在很大的不足。笔者系统分析了孔压触探的贯入特征,提出了“孔隙水压力体积基准值”的概念,借此推导出用土体体积变形量计算超孔隙水压力的公式。在此基础上,用轴对称有限单元法模拟探头的动态贯入过程,揭示应力－应变的变化特征,寻找超孔隙水压力生成与消散的规律,对孔压触探的机理进行了研究。  相似文献   

应用自然电场法研究地下水流场   总被引：5，自引：0，他引：5  

王俊业 《物探与化探》2002,26(2):140-142

讨论了不同水文地质条件下自然电场“8”字图特征,对评价输水管线等渗漏引起的环境问题具有指导意义。  相似文献   

地质灾害的非线性数据处理与建模技术   总被引：3，自引：1，他引：2  

许强  黄润秋 《山地学报》2000,18(Z1):123-127

本文简略地介绍了几种地质灾害数据处理与建模的非线性方法,主要包括GMDH自组织建模技术、神经网络方法。GMDH是一种高阶非线性回归建模方法,它是以简单的二元二次回归方程为基础,通过"代复一代"的"生产"过程,客观、自动地求得实际资料的非线性模型。而神经网络则是用工程技术手段模拟生物神经网络的结构特征和功能特征的一类人工系统。与常规统计方法相比,神经网络最突出的优点为它是通过对网络的学习和训练,来掌握变量之间的非线性关系。因此,其处理复杂问题的能力更强大。实例检验效果表明,这些非线性数据处理与建模技术考虑了地质灾害问题的非线性特性,其比基于常规统计理论的数据处理方法的精度要高得多。  相似文献   

隧道掘进中掌子面前方岩石结构的超前预报     

薛建  曾昭发  王者江  田钢 《吉林大学学报(地球科学版)》2000,30(1):87-89,97

以地球物理勘探方法进行隧道掘进中前方岩石结构的超前预报,具有快捷、准确和实时处理及显示的优点。通过该方法可及时、详细地了解开挖掌子面前方岩石结构情况,为施工单位合理安排施工进度和减少工程隐患提供依据。以吉林省白山市石碑岭隧道掘进中所进行的超前预报为例,介绍了地质雷达和地震反射波法在这一领域里的应用。  相似文献   

A new scheme for numerical modelling of flow and transport processes in 3D fractured porous media     

Andrés Peratta  Viktor Popov 《Advances in water resources》2006

The objective of this work is to develop a new numerical approach for the three-dimensional modelling of flow and transient solute transport in fractured porous media which would provide an accurate and efficient treatment of 3D complex geometries and inhomogeneities. For this reason, and in order to eliminate as much as possible the number of degrees of freedom, the fracture network, fractures and their intersections, are solved with a coupled 2D–1D model while the porous matrix is solved independently with a 3D model. The interaction between both models is accounted for by a coupling iterative technique. In this way it is possible to improve efficiency and reduce CPU usage by avoiding 3D mesh refinements of the fractures. The approach is based on the discrete-fracture model in which the exact geometry and location of each fracture in the network must be provided as an input. The formulation is based on a multidimensional coupling of the boundary element method-multidomain (BEM-MD) scheme for the flow and boundary element dual reciprocity method-multidomain (BE-DRM-MD) scheme for the transport. Accurate results and high efficiency have been obtained and are reported in this paper.  相似文献   

Finite difference modeling of contaminant transport using analytic element flow solutions     

James R. Craig  Alan J. Rabideau 《Advances in water resources》2006

The two-dimensional implementation of the analytic element method (AEM) is commonly used to simulate steady-state saturated groundwater flow phenomena at regional and local scales. However, unlike alternative groundwater flow simulation methods, AEM results are not ordinarily used as the basis for simulation of reactive solute transport. The use of AEM-simulated flow fields is impeded by the discrepancy between a continuous representation of flow and a typically discrete representation of transport, and requires translation of the flow solution to a discrete analog. This paper presents a variety of methods for analytically calculating conservative discrete water fluxes and integrated components of the dispersion tensor across cell interfaces. An Eulerian finite difference method based on these AEM-derived parameters is implemented for use in simulation of 2D (vertically averaged) solute transport. This implementation is first benchmarked against existing methods that use standard finite difference flow solutions, then used to investigate the effects of an inaccurate discrete water balance. It is shown that improper translation of AEM fluxes leads to significant water balance errors and inaccurate simulation of contaminant transport.  相似文献   

Transient analysis of wave propagation in non‐homogeneous elastic unbounded domains by using the scaled boundary finite‐element method     

Mohammad Hossein Bazyar  Chongmin Song 《地震工程与结构动力学》2006,35(14):1787-1806

The scaled boundary finite‐element method has been developed for the dynamic analysis of unbounded domains. In this method only the boundary is discretized resulting in a reduction of the spatial dimension by one. Like the finite‐element method no fundamental solution is required. This paper extends the scaled boundary finite‐element method to simulate the transient response of non‐homogeneous unbounded domains with the elasticity modulus and mass density varying as power functions of spatial coordinates. To reduce the number of degrees of freedom and the computational cost, the technique of reduced set of base functions is applied. The scaled boundary finite‐element equation for an unbounded domain is reformulated in generalized coordinates. The resulting acceleration unit‐impulse response matrix is obtained and assembled with the equation of motion of standard finite elements. Numerical examples of non‐homogeneous isotropic and transversely isotropic unbounded domains demonstrate the accuracy of the scaled boundary finite‐element method. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

南海北部陆坡古地貌特征与13.8Ma以来珠江深水扇   总被引：12，自引：1，他引：12  

柳保军  袁立忠  申俊  连世勇  何敏  庞雄  舒誉  彭大钧 《沉积学报》2006,24(4):476-482

综合利用层序地层学和地球物理方法对珠江口盆地白云凹陷13.8 M a以来沉积古地貌进行了分析。通过对南海珠江深水扇系统分布及其独特的沉积特征和层序充填演化规律的分析,得出在13.8 M a以来层序发育过程中,凹陷位于宽阔陆架向海盆变迁的陆坡区,北部发育两种类型的峡谷水道,向南海盆方向逐渐变得宽缓;盆地的古地貌背景、物源和气候变化为其主控因素的结论。同时,13.8 M a以来南海北部陆坡深水区的沉积具有明显的继承性特点,现今的海底峡谷发育特点基本反映了整体的沉积背景。结果表明,白云凹陷13.8 M a以来的深水沉积受海平面相对变化的影响相对较弱,主要受古地貌背景及其变迁的控制,沉积具有继承性,与现今的沉积面貌非常相似。  相似文献