隧道围岩断面轮廓分维数的小波分析算法及应用

隧道的超欠挖对衬砌结构稳定性影响较大,研究其规律,对于掌握围岩受力,确保施工安全,具有深远意义.隧道断面轮廓超欠挖序列具有统计自相似性,根据小波分析的多分辨率的特点,本文给出了利用小波理论估计分维数的方法.选定恰当的小波函数和分解层数,对隧道围岩断面的整体轮廓、拱顶和边墙的超欠挖序列分别进分形维数的小波分析估算,结果安...     

基于Savitzky-Golay方法的遥感影像融合

把Savitzky-Golayr滤波方法拓展至二维,提出了基于Savitzky-Golay方法的遥感影像融合算法,并通过与HSI变换、PCA变换和小波变换融合等传统融合算法的比较,证明该方法性能最优.分析Savitzky-Golay滤波算子阶数和小波变换尺度对融合影像质量的影响,发现Savitzky-Golay滤波融合过程中Savitzky-Golay滤波算子阶数是决定融合质量的关键因素.算子阶数越高,融合后影像细节信息越丰富,但光谱信息损失也越严重;算子阶数越低,融合后影像光谱信息保持能力越好,但细节信息增强能力变弱.如何根据具体的遥感影像自动确定最佳的算子阶数是下一步要解决的问题.     

城市景观遥感影像融合质量对小波基选取的响应

应用IHS和小波变换结合的融合算法时,小波基的选取是影响融合图像质量的关键,而且包含不同地物信息的影像融合质量对小波基的响应特征有待深入探讨。该文以SPOT全色和多光谱影像为数据源,选取大量高、低密度建筑城市景观影像样本,用信息量、平均梯度和偏差指数3个指标定量评价融合质量,分析不同小波簇下两类融合图像之间的质量差异。研究表明:融合质量与影像所含地物特征密切相关;相对于其它小波簇,rbioNr.Nd表现出较强的变异性;两类融合图像在各小波簇上的波动性差异明显,并呈分段特征;根据质量需求和具体景观特征影像,可以在分解层数固定的情况下选取最佳小波基,以获取高质量融合图像。     

预修正快速傅里叶变换高阶边界元方法在波浪对物体作用问题中的应用

边界元方法被广泛应用于波浪对海上婕筑物作用领域,但由于传统边界元方法的存储量和计算量均为未知量的平方量级,很难满足大范围多未知量问题的计算需要.本文基于高阶边界元方法,应用预修正快速傅里叶变换方法,使计算量与存储量分别降低至O(NlogN)和O(N)量级,并得到一个连续的压强分布以适应结构设计的要求,同时可以通过使用满...     

Analysis of characteristics of time-frequency correlations between runoff, tidal range and salinity in the Changjiang Estuary

Power spectrum and cross-wavelet transform analysis was adopted to study the time-frequency characteristics and multiscale correlations between runoff, tidal range and salinity in the Changjiang Estuary based on the runoff data collected at the Datong Station, the tidal range measured at the Baozhen Station, and the salinity at the Baogang Station from 2008 to 2009. The variations of the salinity showed significant periodicity at scales of 2-3, 7-8, 14-15 and 26-30 d. The correlation between the salinity and the runoff and the tidal range were found to be significantly related to shock at scales of 5-7, 14-15, 26-30 d and 0.5 a. The correlation between the runoff and the salinity was mainly in the same phase, while the correlation between the tidal range and the salinity was in the antiphase. Different frequency bands were related to different degrees, and their relevance increased as the resonance frequency decreased. In addition, changes of the seasonal runoff were obvious. Specifically, a point of discontinuity was reached in early June with a cycle of 7-8 d, which coincided with the periodicity of plum rains in the Changjiang-Huaihe region. High-frequency changes (8-16 d period) of the salinity corresponded to the time domain in January-April 2008, February-April 2009 and October-December 2009 and exhibited an approximately 0.5 a (184 d) long frequency oscillation. Short-period changes were found to be stronger than long-period changes. Cross-wavelet transforms for the salinity, the runoff and the tidal range revealed local features in the time domain, while the significant levels of different periodic oscillations were observed in the frequency domain. The correlation characteristics of the salinity and the runoff were significant in the 80-90 d frequency domain, indicating that the major impact of the runoff on the salinity was reflected in seasonal changes. The tidal range on the small scale of 14-15 and 30-32 d was more obvious than the runoff.     

Spectral wave transformation model for simulating refraction-diffraction with strongly reflecting coastal structures

On the basis of the wave action balance equation which incorporates refraction, diffraction, reflection and wave-current interaction, a directional spectral wave transformation model WABED is developed for predicting the irregular wave refraction-diffraction with strongly reflecting structures in coastal regions. In the model, diffraction is taken into account by introducing a term formulated from a parabolic approximation wave equation, and reflection is calculated through a back-marching numerical approach at the reflecting boundary. Two experimental data sets are used to examine the performance of present model with regard to wave characteristics around reflecting coastal structures. One is from a physical experiment at idealized inlet with parallel jetties, while the other is from a laboratory study on a coastal project of the concave breakwater. Reasonably good agreements are found for both cases, revealing the applicability of the present model for predicting combined wave refraction-diffraction processes with strongly reflecting coastal structures.     

爆心距对爆破震动信号频谱的影响分析

结合临沂某一隧洞工程,利用matlab分析软件分析了不同爆心距下的爆破震动信号的频谱变化情况。得出：在爆破中近区,震动信号的主频在垂直方向的分量较水平方向大,随着爆心距的增加地面震动峰值速度的主震方向会由水平方向向垂直方向转化,总体呈衰减趋势,震动主频趋向于低频;在爆破参数和爆区特征类似于本工程的工程爆破现场其中低频震动信号在水平方向上的分量所占能量比例高于垂直分量的能量比例,在距爆源较远的位置也不能忽略爆破震动对建筑结构的影响,尤其是要加强水平方向的抗震设防。     

储集层测井信号的非线性混沌特性

对测井信号的特征提取采用非线性分析方法。利用非平稳信号分析方法——游程检验法,分析松辽盆地某井储集层测井数据的非平稳特性;在此基础上,采用非线性混沌方法对测井数据进行最大Lyapunov指数提取。结果表明:储集层测井序列具有非平稳特性;最大的Lyapunov指数大于零,表明了储集层测井序列具有混沌特征。为此,储集层测井信息的提取可采用非线性混沌理论方法,以便更有效地描述测井信息特征。     

求解非稳定对流占优水质模型的非标准Galerkin有限元法

在求解非稳定地下水溶质运移模型时,若对流项占优,则模型表现出双曲方程的特性。针对这种特性,采用非标准Galerkin有限元方法进行求解是解决这类问题的有效途径。分别采用Wavelet-Galer-kin有限元方法、迎风有限元方法和特征有限元方法对强对流溶质运移模型进行了求解,并将其结果与标准Galerkin有限元和解析解进行对比。结果表明:标准Galerkin有限元方法会产生强烈的数值振荡;Wavelet-Galerkin有限元方法的时空定位效果好;迎风有限元方法能够有效降低数值振荡现象,但迎风因子对解的影响较大,而且会带来时间延迟;特征有限元方法能够提高解的精度,故可以认为特征有限元方法是求解强对流地下水溶质运移模型的首选方法。