Chanchu台风(0601)流出层的低理查森数特征分析     

吴天贻  王咏青  周玉淑 《大气科学》2017,41(5):1101-1112

对流层高层存在流出层是台风环流结构的一个典型特征,但是关于台风流出层层结及不稳定特征的分析相对较少。本文利用了非静力中尺度WRF模式输出的0601号Chanchu台风的模式模拟资料,以Ri(理查森数) < 1为判据,分析了存在于Chanchu台风流出层的低理查森数,以及它的分布特征与形成原因。分析表明,在Chanchu台风流出层10~16 km高度附近,低理查森数出现频率较大,甚至达到湍流标准,这与Emmanuel(2011) 推测得出的结论一致。通过对比台风发展过程发生、发展、成熟和消亡阶段流出层低理查森数的状况,发现低理查森数的出现频率与Chanchu台风强度有较好的对应关系,即Chanchu台风强度越强,低理查森数出现的频率越高,范围也越大,同时,Chanchu流出层的低理查森数的存在及分布特征受到水平风的垂直切变和稳定度影响。在Chanchu台风强度缓变过程中,低理查森数的分布还存在日变化,这与太阳辐射日变化导致的辐射加热和冷却造成的稳定度变化有关。分析揭示出存在于Chanchu台风流出层的低理查森数层的结构特征,也验证了低理查森数层对Chanchu台风的强度和辐射日变化具有敏感性。  相似文献   

Sea state characterisation of the test site of an offshore wave energy plant     

Joo M.B.P. Cruz  Antnio J.N.A. Sarmento 《Ocean Engineering》2007,34(5-6):763-775

The Archimedes Wave Swing (AWS) pilot plant, rated at 2 MW, was tested offshore at Póvoa de Varzim in northern Portugal in 2004, gathering a large team of engineers and scientists. The Mechanical Engineering Department of Instituto Superior Técnico was involved, following previous work done for the project. The present paper describes one of the studies conducted. It aims to characterise the sea state at the actual location of the pilot plant using the available pressure sensors. Two approaches were performed: a first one purely based in linear wave theory, neglecting the presence of the device, and a second one, based on the results from a Boundary Element Method (BEM) code named AQUADYN, originally developed at École Centrale de Nantes (France), which allowed a detailed quantification of the effects of the presence of the plant on the wave profile directly above it. Comparisons with a Datawell Waverider buoy located at a certain distance from the plant also played an important role in the current study.  相似文献   

伶仃洋N,P静态环境容量的研究     

饶开燕  古秋森  黎夏  万肇忠 《海洋科学》1991,15(3):49-52

本文利用陆地卫星影象具有水陆边界清晰和多时相等优点,计算出伶仃洋枯、平、丰水期的水容量。结合实地采样分析,推算出伶仃洋从上界各口门排入的N,P输送量,和从伶仃洋输出南海的N,P通量;估算出伶仃洋的N,P静态容量,为伶仃洋水环境的治理和资源开发利用的环境保护规划提供了科学依据。  相似文献   

A simple relationship for crenulate-shaped bay in static equilibrium     

Zhi-Qian Wang  Soon-Keat Tan  Nian-Sheng Cheng  Keng-Wee Goh 《Coastal Engineering》2008

  相似文献   

Static scalar-tensor universes and gravitational waves’ amplification     

Marcelo S. Berman 《Astrophysics and Space Science》2009,323(1):99-102

We study several static models of the Universe, along with scalar-tensor gravity. Lambda-Universes arise naturally in this framework.   相似文献   

Effect of tropospheric temperature change on the zonal mean circulation and SH winter extratropical cyclones   总被引：1，自引：1，他引：0  

Eun-Pa Lim  Ian Simmonds 《Climate Dynamics》2009,33(1):19-32

This study aims to understand the mechanisms which cause an overall reduction of SH extratropical cyclone activity with a slight increase in the high latitudes in a warmer climate simulated in general circulation models (GCMs) with increasing CO₂. For this purpose, we conducted idealized model experiments by forcing warm temperature anomalies to the areas where climate change models exhibit local maximum warming—the tropics in the upper troposphere and the polar regions in the lower troposphere—simultaneously and separately. The Melbourne University atmospheric GCM (R21) coupled with prescribed SST was utilized for the experiments. Our results demonstrate that the reduction of SH extratropical cyclone frequency and depth in the midlatitudes but the slight increase in the high latitudes suggested in climate change models result essentially from the tropical upper tropospheric warming. With this tropical warming, the enhanced static stability which decreases baroclinicity in the low and midlatitudes turns out to be a major contributor to the decrease of cyclone activity equatorward of 45°S whereas the increased meridional temperature gradient in the high latitudes seems an important mechanism for the increase of cyclone activity over 50°–60°S.  相似文献   

再论花岗岩按照Sr-Yb的分类:标志   总被引：41，自引：14，他引：27  

张旗  金惟俊  李承东  王元龙 《岩石学报》2010,26(4):985-1015

2006年作者曾经按照Sr=400×10~(-6)和Yb=2×10~(-6)作为标志将花岗岩分为埃达克岩、喜马拉雅型花岗岩、浙闽型花岗岩和广西型花岗岩,在浙闽型中又分出南岭型(Sr100×10~(-6)和Yb2×10~(-6)),于是花岗岩被分为5类。Sr=400×10~(-6)和Yb=2×10~(-6)是根据阿留申群岛中的Adak岛的资料得出来的。本文统计了全球花岗岩6000多个数据(其中,埃达克型花岗岩为2810个,喜马拉雅型花岗岩636个,浙闽型花岗岩1183个,南岭型花岗岩1518个,广西型花岗岩142个,总共6289个),统计的结果,各类花岗岩的地球化学特征大致如下:(1)埃达克型花岗岩富Al_2O_3和Sr,贫Y和Yb,具较高和变化的铕异常,绝大多数样品的Sr300×10~(-6),Yb2.5×10~(-6)(当Sr=400×10~(-6)～600×10~(-6)时Yb值最大,Sr超过600×10~(-6),Yb降低至2×10~(-6)),Al_2O_3在14%～18%之间,Eu/Eu~*大多在0.6～1.2范围;(2)喜马拉雅型花岗岩贫Sr和Yb,具中等的Al_2O_3和变化的Eu/Eu~*,Sr300×10~(-6)和Yb2×10~(-6)(少数Sr300×10~(-6)),Al_2O_3为13%～17%,Eu/Eu~*为0.2～1.0;(3)浙闽型花岗岩贫Sr富Yb,Sr在40×10~(-6)～400×10~(-6)之间,Yb1.5×10~(-6),Al_2O_3和Eu/Eu~*的变化类似喜马拉雅型花岗岩,Al_2O_3为12%～17%,Eu/Eu~*为0.4～1.0;(4)南岭型花岗岩以很低的Sr、Al_2O_3和Eu/Eu~*以及很高的Yb而不同于上述各类花岗岩,通常Yb1.5×10~(-6),Sr100×10~(-6)(Yb变化大,绝大多数2×10~(-6);当Yb在2×10~(-6)～8×10~(-6)时,部分样品Sr可100×10~(-6),但很少200×10~(-6));Al_2O_314%,集中在11%～13%之间,Eu/Eu~*0.7,大多0.4;Yb越大,Sr越低,负铕异常越明显。文中讨论了花岗岩Sr-Yb分类的意义,指出本分类适用于产于大陆和海洋的绝大多数中酸性岩浆岩(可能不适用于一部分特别富铁和钾的花岗岩,如具有高Sr和Yb特征的广西型花岗岩)。不同类型的花岗岩主要反映了源区压力的不同,而源区成分、温度、部分熔融程度、水和挥发分的加入以及岩浆混合等的影响可能是次要的。文中指出,该分类的依据、其实质,是熔体与残留相平衡的理论。与浙闽型花岗岩平衡的残留相是斜长石,与喜马拉雅型花岗岩平衡的是斜长石+石榴石,与埃达克型花岗岩平衡的是石榴石,与南岭型花岗岩平衡的是富钙的斜长石。文中指出,加强实验岩石学研究,将年代学和地球化学研究密切结合起来是深化花岗岩研究的关键。  相似文献   

一维泥石流的静动力阻力特征研究及数值模拟     

樊赟赟  王思敬  王恩志 《工程地质学报》2010,18(6):857-861

泥石流是山区多发的一种地质灾害,它的发生和发展威胁着人们的生命和财产安全,影响着人们的正常生活,因而需要加强对其发生和发展过程的研究。结合泥石流的动力模型方程采用数值模拟方法再现泥石流发生和发展的过程,是研究和预测模拟泥石流灾害的有效手段。目前的动力模型方程大多只关注动力过程,却忽视了静动力过程的统一,这将导致在一些情况下产生错误的结果。本文研究了一维泥石流的静动力阻力特征,通过修正泥石流动力学方程的阻力项,得到了具有静动力统一特征的模型方程。并以Roe格式的近似Riemann解为基础,采用MUSCL线性重构方法建立了具有较高精度和分辨率的有限体积数值求解。具体算例的数值验证表明,方程阻力项的修正是合理的,所建立的数值求解也是稳定和有效的。  相似文献   

Low-order pressure gradient schemes in sigma coordinate models: The seamount test revisited   总被引：1，自引：0，他引：1  

Patrick Marsaleix  Francis Auclair  Claude Estournel 《Ocean Modelling》2009,30(2-3):169-177

This paper revisits the classic seamount test used in numerous previous studies to evidence the sigma errors of the pressure gradient force (PGF) and their long-term effects on circulation. Two kinds of analysis are developed. We first consider the initial PGF errors. Then, the global level of erroneous kinetic energy is computed along a 180-day simulation. The long-term circulation appears to be better correlated to the initial vorticity errors than to the initial error diagnostics.The original feature of this study is to reconsider the currently admitted idea that Density-Jacobian type PGFs perform better than the primitive sigma formulation discretized in a straightforward way (hereafter Straightforward-Primitive PGF). Errors on the discrete hydrostatic pressure are actually closely related to the way the density field is initialized. If a mass conserving method is preferred to a straightforward initialization, the rectangular integral of the Straightforward-Primitive PGF is likely to be more accurate than the trapezoidal rule usually involved in Density-Jacobian PGFs. Errors on the vorticity field of the Straightforward-Primitive PGF depend on the discretization of the hydrostatic correction term. A modified version of the Straightforward-Primitive PGF is shown to be in better agreement with the concept of bottom torque consistency. The seamount tests show that this so-called Modified-Primitive PGF performs globally better than the current low-order Density-Jacobian PGFs.  相似文献   

A probabilistic assessment of design sloshing pressure time histories in LNG tanks     

Mateusz Graczyk  Torgeir Moan 《Ocean Engineering》2008,35(8-9):834-855

The violent motion (sloshing) of liquefied natural gas (LNG) in cargo tanks has attracted significant attention. Transformations of the LNG market have led to the increased transport of LNG in partially filled tanks, but established technology is mainly based on engineering experience with completely filled containers. This paper investigates a large sample of sloshing pressure measurements. It focuses on the magnitude of individual sloshing impact events, and their associated temporal and spatial patterns. The durations of these impacts are comparable to the natural frequency of an LNG container wall, so the details of their time histories are important in determining the structural response. Experiments are performed on tanks with high (92.5%) and low (30%) filling levels, for various wave headings. The common post-processing approach of representing impact pressure histories by a triangular profile is studied, and an alternative approach is presented. Two statistical models are used to describe the distribution of maximal pressures in sloshing impacts: a three-parameter Weibull model and a generalized Pareto model. The latter is found to be of questionable utility due to small sample sizes. It is observed that for low filling levels the sloshing impacts are of greater magnitude, having longer durations, smaller ratios of rise time to duration, and larger spatial extents. All these factors should in principle increase the structural response.  相似文献