黑潮延伸体上游中尺度涡场的年代际振荡及其相关机制   总被引：1，自引：1，他引：0  

王世红  刘志亮  庞重光  刘会庆 《海洋学报(英文版)》2016,35(5):9-17

黑潮延伸体上游区域的中尺度涡场的涡动能和涡特征尺度存在显著地年代际振荡,和黑潮延伸体路径的年代际变化有很好的相关性。当黑潮延伸体路径比较稳定时,其上游区域涡动能比较高,涡特征尺度比较大,反之相反。通过对黑潮延伸体上游区域的中尺度涡场进行集合分析发现:当黑潮延伸体处于稳定状态时,上游涡场几乎是各向均匀地,有轻微的径向伸长;而当黑潮延伸体处于不稳定状态时,上游的中尺度涡场有显著地纬向伸长。对与中尺度涡场的产生相关的线性斜压不稳定和正压不稳定进行了计算分析,结果显示,线性斜压不稳定不是控制中尺度涡场年代际变化的机制,而正压不稳定对中尺度涡场的年代际变化有积极的贡献。不稳定产生的中尺度涡之间存在非线性涡-涡相互作用。  相似文献   

波浪在珊瑚岸礁礁坪上传播变形的数值研究          下载免费PDF全文

陈洪洲  毕春伟  高俊亮 《水科学进展》2018,29(2):252-259

波浪的传播变形对珊瑚岛礁附近的营养物质输送以及近岸珊瑚沙运动都起着关键的作用,同时也是礁盘顶部建筑物在设计和施工过程中需要重点考虑的因素,因此,对波浪在礁坪上的传播变形进行研究具有重要意义。利用FUNWAVE 2.0数值模型模拟了不规则波浪在不同形状岸礁上的传播变形过程,讨论了礁前斜坡坡度以及珊瑚底面粗糙程度对波浪在礁坪上传播变形的影响。结果显示,随着礁坡斜率增大,不对称度参数绝对值的增长趋势逐渐变缓,波浪在光滑礁坪上的不对称度绝对值要略大于粗糙底面上的值,而不同地形下计算得到的波浪偏度参数则基本相同。说明礁坡坡度对波浪的不对称度特征具有显著影响,礁坪粗糙度的影响则相对较小,而上述因素对波浪偏度的影响则完全可以忽略。给出了考虑这两个影响因素的礁坪区域内波浪偏度和不对称度经验公式。  相似文献   

Influence of Sea Surface Temperature on the Predictability of Idealized Tropical Cyclone Intensity     

钟权加  李建平  李舒文  王羱  丁瑞强  张立凤 《热带气象学报(英文版)》2021,27(4):355-367

The role of sea surface temperature (SST) forcing in the development and predictability of tropical cyclone (TC) intensity is examined using a large set of idealized numerical experiments in the Weather Research and Forecasting (WRF) model. The results indicate that the onset time of rapid intensification of TC gradually decreases, and the peak intensity of TC gradually increases, with the increased magnitude of SST. The predictability limits of the maximum 10 m wind speed (MWS) and minimum sea level pressure (MSLP) are ~72 and ~84 hours, respectively. Comparisons of the analyses of variance for different simulation time confirm that the MWS and MSLP have strong signal-to-noise ratios (SNR) from 0-72 hours and a marked decrease beyond 72 hours. For the horizontal and vertical structures of wind speed, noticeable decreases in the magnitude of SNR can be seen as the simulation time increases, similar to that of the SLP or perturbation pressure. These results indicate that the SST as an external forcing signal plays an important role in TC intensity for up to 72 hours, and it is significantly weakened if the simulation time exceeds the predictability limits of TC intensity.  相似文献   

季冻区草炭土非线性K-G模型试验研究          下载免费PDF全文

高康  徐燕  胡天明  韩伶敏 《探矿工程》2021,48(1):112-119

季冻区草炭土是沼泽环境中植物残体在氧化分解作用下,堆积形成的含有大量未分解纤维残体的特殊土。草炭土纤维及其含量对其强度和变形特性具有重要影响,目前考虑纤维含量对草炭土强度和变形特性影响的本构关系研究还相对匮乏。K-G本构模型因其模型参数与土的体积模量和剪切模量能建立直接联系,因此在岩土工程非线性理论和数值计算分析方面广泛应用。以不同纤维含量的草炭土为研究对象,进行三轴剪切试验,研究了草炭土的应力应变曲线,得到了草炭土非线性K-G模型参数,分析了各模型参数随纤维含量的变化规律,建立了模型参数与纤维含量之间的线性函数关系。  相似文献   

基于高光谱技术的黑土地微量金属元素探测方法及地学意义     

王建华  左玲  李志忠  穆华一  周萍  杨佳佳  赵英俊  秦凯 《地质力学学报》2021,27(3):418-429

在土壤中重金属含量较低的情况下,重金属的高光谱特征响应非常微弱,不易构建精确的高光谱直接反演模型。为了解决上述问题,依据土壤化学变量间的理化性质,将重金属富集特征转移到与之相关的化学主量元素上,使重金属微弱的信息得以间接定量反演。文中以海伦市黑土土壤为研究对象,通过主成分分析、聚类分析确定了主量元素氧化铁（Fe₂O₃）与微量重金属As、Zn、Cd之间存在明显吸附赋存关系。选用偏最小二乘法构建了研究区氧化铁含量的最佳反演模型（决定系数为0.704,均方根误差为0.148,F检验为12.732）,并利用氧化铁与As、Zn、Cd之间的赋存关系,通过神经网络构建了氧化铁预测值与重金属真实值间的非线性拟合模型,得出As含量的拟合程度最高,Zn的拟合程度较好,Cd的拟合效果较理想,总体相关性分别为0.796、0.732、0.530。研究结果表明,基于氧化铁含量的间接预测模型能对微量重金属As、Zn、Cd进行较好的定量预测,为微量重金属含量的定量分析提供了新的方法参考,为高光谱遥感技术预测土壤重金属含量提供了依据,增强了土壤微量重金属反演可行性,对细化自然资源质量监测、深化开展地学系统综合分析与评价有重要意义。   相似文献   

Enhancement of the channel routing module in SWAT     

Nam Won Kim  Jeongwoo Lee 《水文研究》2010,24(1):96-107

The objective of this study is to demonstrate that the channel flow routing techniques used in the Soil and Water Assessment Tool (SWAT) can be sometimes inappropriate for runoff simulation in small basins. Simulated hydrographs have a tendency to underestimate peak flows or may send a false signal during the recession periods when SWAT is applied to the Mihocheon Basin in South Korea. This was particularly evident for sub‐basins that had a short travel time of much less than a day. In order to enhance the channel routing module in SWAT, an alternative routing technique in which Manning relationship is combined with a simple channel reach continuity equation is proposed in the present study. The advantage of the proposed routing technique is that parameters are readily available from channel morphological data and that it is applicable to small basins. Through simulations of specific events, this routing module that is incorporated into SWAT is almost free from instability errors and produces realistic flow depths and velocities unlike the original version of SWAT with Muskingum method. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Book review of TURBULENCE – AN INTRODUCTION FOR SCIENTISTS AND ENGINEERS by P.A. Davidson,Oxford University Press, 2004, XIX + 657 pp., £90.00, $174.50 hardback (ISBN 0-19-852948-1), £35.00, $69.50 paperback (ISBN 0-19-852949-X).     

H. K. Moffatt 《地球物理与天体物理流体动力学》2013,107(1):95-97

Abstract

By T. G. Cowling. Adam Hilger Ltd, x + 136 pp. £10.00 (ISBN O 85274 300 9) July 1976.  相似文献   

Non linear waves in two dimensional keplerian flows     

E. Siregar  J. Léorat  J. P. Poyet  A. Pouquet 《地球物理与天体物理流体动力学》2013,107(2):69-104

Abstract

Accretion discs in astrophysics are fundamental for converting gravitational binding energy into observed electromagnetic radiation. We study the behavior of waves in a two dimensional supersonic Keplerian flow inside a given gravitational potential. We present the effects of shearing and rotation on short waves, and the numerical study of the dynamical stability of such flows with respect to various perturbations. We show that a large class of dynamical effects, due to pressure and associated to short time scales, may be excited.  相似文献   

Nonlinear analysis of laterally loaded rigid piles in cohesive soil     

Lianyang Zhang  Saeed Ahmari 《国际地质力学数值与分析法杂志》2013,37(2):201-220

This article presents a method for the nonlinear analysis of laterally loaded rigid piles in cohesive soil. The method considers the force and the moment equilibrium to derive the system equations for a rigid pile under a lateral eccentric load. The system equations are then solved using an iteration scheme to obtain the response of the pile. The method considers the nonlinear variation of the ultimate lateral soil resistance with depth and uses a new closed‐form expression proposed in this article to determine the lateral bearing factor. The method also considers the horizontal shear resistance at the pile base, and a bilinear relationship between the shear resistance and the displacement is used. For simplicity, the modulus of horizontal subgrade reaction is assumed to be constant with depth, which is applicable to piles in overconsolidated clay. The nonlinearity of the modulus of horizontal subgrade reaction with pile displacement at ground surface is also considered. The validity of the developed method is demonstrated by comparing its results with those of 3D finite element analysis. The applications of the developed method to analyze five field test piles also show good agreement between the predictions and the experimental results. The developed method offers an alternative approach for simple and effective analysis of laterally loaded rigid piles in cohesive soil. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion     

Stavros A. Anagnostopoulos  Christina Alexopoulou  Kyriakos G. Stathopoulos 《地震工程与结构动力学》2010,39(5):521-540

This paper presents evidence that the extension of conclusions based on the widely used simplified, one story, eccentric systems of the shear‐beam type, to actual, nonsymmetric buildings and consequent assessments of the pertinent code provisions, can be quite erroneous, unless special care is taken to match the basic properties of the simplified models to those of the real buildings. The evidence comes from comparisons of results obtained using three variants of simplified models, with results from the inelastic dynamic response of three‐ and five‐story eccentric buildings computed with detailed MDOF systems, where the members are idealized with the well‐known plastic hinge model. In addition, a convincing answer is provided on a pertinent hanging controversy: For frame‐type buildings, designed in accordance with the dynamic provisions of modern codes (such as EC8 or IBC2000), which allow reduced shears at the stiff edge due to torsion, the frames at the flexible sides are the critical elements in terms of ductility demands. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献