Two dimensional tensor product B-spline wavelet scaling functions for the solution of two-dimensional unsteady diffusion equations     

Lei Xiong  Haijiao Li  Lewen Zhang 《中国海洋大学学报(英文版)》2008,7(3):258-262

The fourth-order B spline wavelet scaling functions are used to solve the two-dimensional unsteady diffusion equation. The calculations from a case history indicate that the method provides high accuracy and the computational efficiency is enhanced due to the small matrix derived from this method.The respective features of 3-spline wavelet scaling functions, 4-spline wavelet scaling functions and quasi-wavelet used to solve the two-dimensional unsteady diffusion equation are compared. The proposed method has potential applications in many fields including marine science.  相似文献   

基于视觉特性的影像增强算法研究   总被引：1，自引：0，他引：1  

巩凌青  秦志远  耿利川  邹瑜 《海洋测绘》2009,29(2):45-48

遥感影像对比度调整是影像预处理中的关键部分。分析人的视觉特性发现：影像中不同区域特征变化被感知度有所差异。相对于高频区域及对角线方向，人眼更容易感觉到平缓部分的特征变化。以往的对比度增强算法并没有考虑这一视觉特性，提出了一种基于视觉特性的影像增强算法。实验表明，该算法在较好的保持影像细节特征的同时，改善了影像的对比度，得到了较好的视觉效果。  相似文献   

Spectral‐temporal characterization of riverflow variability in England and Wales for the period 1865–2002     

Asok K. Sen 《水文研究》2009,23(8):1147-1157

We have investigated riverflow variability in England and Wales by examining the reconstructed monthly discharge time series from fifteen catchments in these regions for the period 1865–2002. The riverflow fluctuations exhibit a strong annual cycle. The flow in the annual cycle is found to be intermittent, with the degree of intermittency varying from one catchment to another. An intermittent flow is characterized by bursts of high discharge separated by intervals with low or no discharge. By applying a continuous wavelet transform to the time series, we have identified the occurrence of intermittency in the annual cycle. The riverflow activity is also found to exhibit variations at interannual and quasi‐decadal time scales. These variations may be linked to large‐scale climatic processes such as the North Atlantic Oscillation (NAO). We have used the kurtosis of the probability density functions of the various time series as a measure of the degree of intermittency. An intermittent flow is characterized by a peaked (super‐Gaussian) probability density function with kurtosis in excess of 3. A higher value of kurtosis signifies a higher degree of intermittency. Intermittent fluctuations are more difficult to predict accurately than persistent oscillations, i.e., those lasting continuously over a long time interval. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

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张致伟  程万正  阮祥 《大地测量与地球动力学》2008,28(5):27-33

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基于Ridgedet变换和极小极大估计的图像去噪     

赵振磊  耿则勋  张亚新 《测绘科学》2009,34(3)

Ridegdet是继小波变换后一种新的图像多尺度分析方法,它能有效地对图像进行多尺度、多方向的描述,对于图像中的直线状和超平面的奇异性问题,Ridgelet变换具有比小波变换更好的处理效果。极小化极大估计是对"最不利"先验分布的贝叶斯估计,本文利用极小化极大原理来获取阈值,实现了一种基于有限Ridgelet变换和极小极大估计的图像去噪算法,实验结果表明,对于含有较多线状目标的图像,该方法取得了比小波变换更好的效果。  相似文献   

Three‐dimensional steady‐state response of a railway system on layered half‐space soil medium subjected to a moving train     

Honglei Sun  Yuanqiang Cai  Changjie Xu 《国际地质力学数值与分析法杂志》2009,33(4):529-550

The paper presents a three‐dimensional study on the steady‐state response of a track system and layered half‐space soil medium subjected to the load induced by the passages of a moving train with the substructure method. Practically, due to the ground water table being several meters beneath the ground surface, the soil profile can be divided into two layers: the upper layer modeled by an elastic medium and the lower layer by a fully saturated poroelastic medium governed by Biot's theory. In the meanwhile, the rails are regarded as an infinitely long Euler beam, and the sleepers are represented by a continuous mass. The effect of the ballast is accounted for by introducing the Cosserat model for granular medium, and the train is described by a series of moving axle point loads, depending on the geometry of the train. The influences of the thickness, the mass and the rigidity of the elastic layer and the mass of the ballast on rail's displacement responses are carefully investigated. Numerical results show that the influences of these parameters are significant for high train velocity, while vanishes for low velocity. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

海洋磁力测量中不同小波母函数的阈值消噪方法性能分析     

于波  翟国君  刘雁春  边刚  肖付民 《海洋技术学报》2008,27(3)

首先介绍了小波阈值消噪的基本原理,认为小波阈值消噪的性能受三方面因素的影响:(1)小波母函数的选择;(2)阈值方法的选择;(3)阈值函数的选择.为了寻找小波母函数、阈值估计和阈值函数的最优组合,文中以实测海洋磁力测量数据为背景,采用小波阈值法进行消噪,把得到的磁异常值作为"真值".仿真了波浪噪声和随机噪声并加入到"真值"磁异常中,作为噪声磁异常.在此基础上采用两种小波族系(Symlets,Daubechies)、四种阈值选取方法和软、硬阈值函数对噪声磁异常进行了基于小波变换的消噪计算,客观分析了不同组合方法的消噪精度和可靠性.实际计算结果表明:对磁异常突变点较多且分布杂乱的测线进行消噪,Sym6、软阈值函数、混合阈值或基于Stein无偏似然估计消噪效果最好;对磁异常突变点少且大部分光滑的测线进行消噪,db7、基于Stein无偏似然估计和软阈值函数的消噪效果最好.  相似文献   

基于小波变换的水沙关系特征分析:以长江大通站为例   总被引：1，自引：0，他引：1  

王霞  吴加学 《海洋学研究》2009,27(2):16-22

根据长江大通站近50年(1957～1999年)的水沙数据,利用复Morlet小波变换,分析水沙时间序列多尺度小波特征,建立了不同时间尺度上的水沙关系式.分析结果显示:(1) 大通站水沙序列年内洪、枯季周期波动最为显著,流量的长周期特征明显,含沙量与输沙量的短周期特征显著.(2) 大通站水沙序列多尺度特征明显,流量的振荡周期主要为3～6 a和8～16 a;含沙量多尺度振荡周期较为平稳,4～6 a的周期振荡中心尺度呈明显下降的趋势;输沙量以4～6 a和10～14 a的周期显著振荡,输沙量变化平稳,较含沙量变化有一定的滞后期.(3) 根据流量小波特征分析,近50年的水沙变化过程大致可分为3个时期,分时段拟合水沙关系曲线,发现总体水沙曲线的指数与正常期和丰水期的接近,而与少水期的存在较大的差距.少水期系数较小、指数较大,表明在少水期泥沙的供给量较少,但水流的搬运能力增强.  相似文献   

Multi-component seismic response analysis of offshore platform by wavelet energy principle     

Hong-Nan Li  Xiao-Yu He  Ting-Hua Yi 《Coastal Engineering》2009

A wavelet energy method is presented to search the critical incidence of earthquake excitation in a multi-dimensional seismic response of offshore platforms. The total effective energy and the instantaneous effective energy input rate of an earthquake can be obtained by wavelet transformation to predict the critical incidence of the earthquake and then the maximum dynamic response of the platform can be calculated. The critical incidence is determined using this method for an actual platform and a group of single degree-of-freedom systems. Numerical results show that the application of wavelet transform in a multi-dimensional seismic response of structures is convenient and reliable.  相似文献   

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田颜锋  李姗姗  刘晓刚  付国峰 《大地测量与地球动力学》2009,29(6):130-132

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