一次华南双雨带暴雨中的位涡演变与雨带间的相互作用

利用实况资料和WRF中尺度数值模式对2008年6月12日18时—14日00时的华南双雨带暴雨过程进行了数值模拟与诊断分析。结果表明:随着锋面的南压,在锋面的西南方向(广西沿海)生成一低涡,该低涡作为位涡源在中高层表现稳定,分别为锋面雨带(北雨带)与暖区雨带(南雨带)提供正位涡。南雨带对北雨带的作用主要体现在中层(112~114°E附近),南雨带中有位涡的大值向北输送,其输送过程导致两条雨带在该处相连,而在115°E以东的南雨带则无明显的输送过程。同时,北部高空槽中也有大值位涡向北雨带输送,以维持北雨带。研究还发现,本次过程中暖区暴雨与锋面暴雨雨带的结构差异明显,锋面雨带的结构与传统雨带的结构比较一致;有利于暖区暴雨降水的形势主要表现在中高层。RIP轨迹模式的结果也表明,质点在运动过程中位涡的输送源是位于广西沿海的低涡,可见该位涡源对双雨带形成有重要的作用。     

The forming-storing environment and abundance conditions of quaternary underground brine in the embayed coast of Qingdao

ImODUcrIONGroundwaterwthAnneralimtionofmorethan5OgA(about5"Be')"iscalledunder-groundbrine.ltbelongstoevaporationoredepositinliquidstateandisantwortantrnaterialsourceforsaltonkingandthechewhcalindustry.QuatemarylittoralfadesundergroundbrinewasstoredinthelittoralsoneandhadtwobasictypesofgenesisenvironmentflittoralplaincoastenvironmentcharacterindbythecoastalongLaichouBay,andembayedcoastenvironmentcharaCterindbythecoastalzoneofQingdao.TheauthorresearchedthebrineintheLaizhoubaycoastareainthe…     

“7·20” 华北和北京大暴雨过程的分析

本文对2016年7月19—21日华北及北京的特大暴雨作了研究和讨论。研究表明,该次暴雨为诸多有利因素所致:前期副热带高压呈带状稳定维持,中旬末东退,后呈"东高西低"分布,华北处于槽前辐合上升区,有利对流发生。高空西来槽停滞加深(并切断)与低层江淮暖性倒槽叠加,快速发生发展成为一深厚的气旋,出现了高低空系统的耦合。有一支暖(湿)输送带自南向北推进至关重要,源地可追踪至南中国海等低纬度地区,水汽通量辐合大值区先后经长江、黄淮至华北,有明显的中低纬度系统的相互作用。2016年的"7·20"暴雨和2012年"7·21"暴雨均存在明显的多尺度特征,但其具体特征有所不同。前者强烈对流活动稍弱于后者,降水趋势平稳,然而由于其大尺度强迫持续时间长,累积降水量仍然较大。本文主要集中于一些事实的分析,对于该次暴雨的机理尚需作进一步研究。     

西太平洋暖池对西北太平洋季风槽和台风活动影响过程及其机理的最近研究进展

本文回顾和综述了近年来关于西太平洋暖池对西北太平洋热带气旋和台风（TCs）活动影响过程及其机理的研究进展。文中首先简单回顾了近年来关于西太平洋暖池热状态和菲律宾周围对流活动变化特征及其对与TCs活动有关的南海夏季风爆发和西太平洋副热带高压的季节内、年际变异的影响过程和机理的研究;然后,本文系统地回顾了近年来关于西太平洋暖池热状态通过西北太平洋季风槽影响TCs活动年际和年代际变化的影响过程及其机理的研究。此外,文中还指出了关于西太平洋暖池对西北太平洋上空季风槽和TCs活动变异的热力和动力作用需进一步深入研究的科学问题。     

Numerical Simulation and Analysis of Storm Surges Under Different Extreme Weather Event and Typhoon Experiments in the South Yellow Sea

In this study,a coupled tide-surge-wave model was developed and applied to the South Yellow Sea.The coupled model simulated the evolution of storm surges and waves caused by extreme weather events,such as tropical cyclones,cold waves,extratropical cyclones coupled with a cold wave,and tropical cyclones coupled with a cold wave.The modeled surge level and significant wave height matched the measured data well.Simulation results of the typhoon with different intensities revealed that the radius to the maximum wind speed of a typhoon with 1.5 times wind speed decreased,and its influence range was farther away from the Jiangsu coastal region;moreover,the impact on surge levels was weakened.Thereafter,eight hypothetical typhoons based on Typhoon Chan-hom were designed to investigate the effects of varying typhoon tracks on the extreme value and spatial distribution of storm surges in the offshore area of Jiangsu Province.The typhoon along path 2 mainly affected the Rudong coast,and the topography of the Rudong coast was conducive to the increase in surge level.Therefore,the typhoon along path 2 induced the largest surge level,which reached up to 2.91 m in the radial sand ridge area.The maximum surge levels in the Haizhou Bay area and the middle straight coastline area reached up to 2.37 and 2.08 m,respectively.In terms of typhoons active in offshore areas,the radial sand ridge area was most likely to be threatened by typhoon-induced storm surges.     

试从土壤物质迁移与积累论亚热带北界的划分--以河南省伏牛山为例

对伏牛山中段南坡不同海拔高度7 个土壤剖面进行了野外调查和室内土壤理化分析,选择土壤氧化物迁移系数、硅铝铁率、活性铁与全铁之比、活性锰与全锰之比、Ba值、β值等指标,运用聚类分析等方法,从土壤物质迁移和积累角度深入探讨了河南省伏牛山南坡亚热带北界的划分。研究结果表明,该界线大约在海拔950 m左右。     

海岸沙丘沙运动特征若干问题的研究——以闽江口南岸为例

在海岸带,沙粒粒径和水分含量是决定沙粒起动风速的最主要因素。闽江口南岸海滩沙的平均粒径为2.0Φ,水分含量多在0.3%~1.0%之间。运用Johnson的经验公式,可计算出海滩沙的起动风速为6~7m/s。这一结果与实际观测值十分吻合。由于海岸环境因素的影响,使得同等条件下海岸带沙粒的起动风速明显大于内陆沙漠沙,而风沙流的输沙率明显小于内陆沙漠沙。海岸带是风速剧变带,在引用陆地气象台站的风速记录分析海岸风况和研究风沙运动规律时,必须对风速进行订正。     

琼东沿岸上升流二维数值模型的诊断计算

我国沿岸有两大上升流区域,其一在浙江沿岸.迄今为止,对其形成机制、时空变异等,已经进行了较多的定性及定量研究.     

Influence of Bottom Stress on the Two-layer Flow Induced by Gravity Currents in Estuaries

Baroclinic circulation in highly stratified and partially stratified estuaries is characterised by a two-layer flow: a bottom salt- water inflow and a surface brackish-water outflow. Tidal period variation of the thicknesses of a two-layer flow is observed to be associated with mixing, bottom stress and hydraulic characteristics of superposed tidal and gravity currents. Here, both analytical two-layer hydraulic equations with weak friction and a numerical model including a turbulence closure were utilised to understand the mechanism of the layer tendency within a two-layer flow under different barotropic flow conditions. It has been found that in the weak bottom friction case, a gravity current has two critical solutions at the layer thickness equal to 0·5Hand 0·292H. The layer thickness towards a particular critical solution is dependent on the sign of the bottom stress, i.e. when the bottom stress is opposite (favor) to the bottom gravity current, its layer thickness converges to 0·5H(0·292H). In the case of strong bottom stress and mixing opposing the gravity current, the solutions of the gravity current layer thickness at 0·5Hand 0·292Hwill not be valid. Both mixing and vorticity produced by bottom stress erode the halocline, and produce a high velocity core in the mid-depth, which leads to the thickness of a bottom gravity current greater than 0·5H. These internal hydraulic tendency and mixing processes, varying with time-dependent barotropic tidal current forcing, determine the tidal period variation of the gravity current structure.     

城市设计在青岛海岸规划中的应用

在分析青岛海岸工程的特点及遍海岸工程对城市风貌影响影响的基础上,应用城市设计学对青岛的海岸规划与布局提出构想,并以沙子口海岸整治为例,提出滨海城市设计中适宜的岸线和海岸整治工程。