2014年夏季青藏高原狮泉河与林芝降水低频振荡及陆—气过程日变化特征

根据“第三次青藏高原大气科学试验” 2014年7、8月青藏高原西南部狮泉河站、东南部林芝站的3 m涡动相关系统原始数据和10 Hz湍流资料以及中国气象局台站观测资料、JRA-55（Japanese 55-year Reanalysis）逐日再分析资料、GPCP（Global Precipitation Climatology Project）全球降水逐日观测资料,分别讨论了这两个站在10~20天低频振荡的天气背景下其干、湿位相近地层气象要素的日变化特征以及湍流变化特征。结果表明:两站高低空环流场、水汽通量场、热源的10~20天低频分量在其干、湿位相期间的配置相反。低频地表感热和潜热的不同变化对降水的影响分别在高原西部和东部有不同表现。狮泉河站的低频振荡在纬向上自西向东传播,而林芝站的低频振荡在纬向上自东向西传播,结果表明这两个站分别存在两种不同起源的低频振荡。两站干、湿位相的近地面气象要素以及湍流通量具有明显的日变化特征,通常温度极大值出现在午后14时（北京时,下同）,但狮泉河站干、湿位相的温度极大值均出现在夜间20时;由波文比可知,狮泉河站湿位相全天以潜热为主导,干位相期间,06时之前以潜热为主,06时之后以感热为主;林芝站干、湿位相均为08时之前以感热为主,08时之后以潜热为主。两站湍流平均动能与平均风速正相关,垂直动量表现为向下传输,热量和水汽表现为向上传输。     

广州市地铁规划中心性评价

针对现有城市地铁网络结构评价研究的不足,该文提出运用中心性评价方法分析地铁网络中站点的重要程度,实现对网络结构的评价:引入中心性方法的度中心性、介中心性和邻近中心性指标,提出一种基于客观权重赋权法的系统中心性评价指标,对地铁网络的中心性进行计算。以广州市为研究区域,分析了广州市地铁网络中心性空间分布和频率分布特征。结果表明,较现有线网,广州市地铁规划线网各项中心性指标分布更为均匀,市辖区间联系更为紧密。中心性评价指标能够对非采用单一票制的广州地铁系统的网络结构进行评价,为规划方案的制定提供参考。     

Wave Reflection Coefficient Spectrum

1 .IntroductionWavereflectionfromstructuresisanimportantfactorforthedesignofthestructures .Therehavebeenmanyresearchesonwavereflectionwithregularwavesandmonochromaticirregularwaves .Miche( 1 951 )proposedanon dimensionalMichenumberMfornormallyincidentirregularwavesconsideringwavebreakingbecauseofthedeepeningofwavesteepnessontheslopeofbreakwaters .ThereflectioncoefficientisproportionaltoM ,i.e .,Kr ∝M =4g( 2π) 5/ 2tan5/ 2 α(Hsf2p) ( 1 )wheregisthegravitationalacceleration ,Hsthesignifican…     

福建暴雨频数的变化特征

本文选引起旱涝灾害最重的暴雨频数进行分析探讨，揭示其演变规律和影响背景，主要结论有：1)福建暴雨频数在变化过程中存在着准2a和准11a主要振动周期；2)随着气候的增暖，福建暴雨频数存在增多之趋势；3)若冷空气势力偏弱、欧亚盛行纬向环流、西太平洋和南海副高偏强、以及西太平洋海温偏高时有利于福建暴雨频数增多；反之，有利于暴雨频数减少．     

Study of non-linear wave motions and wave forces on ship sections against vertical quay in a harbor

The resonance phenomenon of fluid motions in the gap between ship section, seabed and vertical quay wall is studied numerically and experimentally. The natural frequency of the fluid motions in the gap is derived. A two-dimensional time-domain coupled numerical model is developed to calculate the non-linear wave forces acting on a ship section against vertical quay in a harbor. The fluid domain is divided into an inner domain and an outer domain. The outer domain is the area between the left side of ship section and the incident boundary, where flow is expressed by Boussinesq equations. The rest area is the inner domain, which is the domain beneath the ship section plus the domain between the right side of ship section and vertical quay wall. The flow in the inner domain is expressed by Newton's Second Law. Matching conditions on the interface between the inner domain and the outer domain are the continuation of volume flux and the equality of pressures. The numerical results are validated by experimental data.     

Comparison of Ocean Surface Wind Stress Computed with Different Parameterization Functions of the Drag Coefficient

Depending on the choice of reference wind speed, the quantitative and qualitative properties of the drag coefficient may vary. On the ocean surface, surface waves are the physical roughness at the air-sea interface, and they play an important role in controlling the air-sea exchange processes. The degree of dynamic influence of surface waves scales with wavelength. Drag coefficient computed with the reference wind speed at an elevation proportional to the wavelength (for example, U _λ/2) is fundamentally different from the drag coefficient computed with the wind speed at fixed 10 m elevation (U ₁₀). A comparison has been carried out to quantify the difference in wind stress computation using several different parameterization functions of the drag coefficient. The result indicates that the wind stress computed from U ₁₀ input using a drag coefficient referenced to U _λ/2 is more accurate than that computed with drag coefficient functions referenced to U ₁₀.     

Inertial Instability of Arbitrarily Meandering Currents Governed by the Eccentrically Cyclogeostrophic Equation

Using natural coordinates, we have derived a criterion for the inertial instability of arbitrarily meandering currents. Such currents, governed by the eccentrically cyclogeostrophic equation, are adopted as the basic current field for the parcel method. We assume that any virtual displacement which is given to a water parcel moving in the basic field has no influence on this field. From the conservation of mechanical energy for a virtual displacement we derive an inertial instability frequency ω _m = [(f + 2u/r)Z]^0.5 for the eccentrically cyclogeostrophic current, where f is the Coriolis parameter, u the velocity (always positive), r the radius of curvature of a streamline (negative for an anticyclonic meander), and Z the vertical component of absolute vorticity. If ω _m ² is negative, the eccentrically cyclogeostrophic current becomes unstable. Although the conventional, centrifugal instability criterion, derived from the conservation of angular momentum in a circularly symmetric current field, has a certain meaning for a monopolar vortex, it contains a radial shear vorticity that is difficult to use in arbitrarily meandering currents. The new criterion ω _m ² contains a lateral shear vorticity that is applicable to arbitrarily meandering currents. Examining instabilities of concentric rings with radii of 50–100 km, we consider reasons why the anticyclonic supersolid rotation has been very much less frequently observed than the cyclonic supersolid rotation, despite a prediction of some common stability and a rapid change in radial velocity gradient for the former. Classifying eccentric streamlines into the large and small curvature-gradient types, we point out that the large-gradient curvature in anticyclonic rings is apt to be unstable. This revised version was published online in July 2006 with corrections to the Cover Date.     

江苏中部海岸全新世中期温暖期风暴潮频率的研究

通过对采集于江苏省盐城市上冈镇的三个柱状沉积剖面(W,M,E)的岩性特征及其对比关系的分析、沉积物14C年代的测定以及沉积物样品的粒度、磁化率特征的分析,结合有孔虫和颗石藻的分析结果,判定研究沉积层段为全新世中期的潮滩沉积.孢粉分析结果显示当时的气候较现在温暖.以潮汐层理的周期性特征为依据,对以泥为主的潮滩沉积剖面中每隔10~20cm有规律出现的一层砂作了分析,结果表明这一沉积特征为季节性的潮滩沉积旋回.在此基础上,观察沉积剖面中的风暴潮事件的记录状况,估算出剖面中记录的与9711号台风风暴潮强度相当的风暴潮的发生频率为二至四年一遇,而依据盐城市东台梁垛河闸多年的现代最高潮位资料,应用耿贝尔(Gum-bel)曲线拟合法计算出的9711号台风所引起的风暴潮频率为十二年一遇,即全新世中期温暖期的台风风暴潮的频率比现在大.据此推测全球变暖后台风风暴潮的频率将会增加.     

最平滤波器在分析月平均潮位资料中的应用

应用数字滤波方法来消除验潮资料中的高频扰动而分离出海平面的趋势性变化，并设计了最平滤波器；对其幅频响应特性和相位特性的验证表明，最平滤波器的技术性能基本上是可靠的。应用最平滤波器对月平均验潮序列进行低通数字滤波，可以有效地消除验潮资料中的高频扰动，分离出低频变化。从数值计算过程、高频扰动机制及实测验潮资料的估算结果来看，低通数字滤波在确定海平面长期变化趋势中，对消除高频扰动的影响是非常重要而有效的。