海洋风暴形成的一种动力学机制

文中从观测统计学、瞬变涡动能量学和 MM5中尺度数值模拟角度 ,研究了海洋风暴 (爆发性气旋 )形成的气候特征及其可能的动力学机制 ,揭示了一幅爆发性发展的物理图像。结果表明 ,在冷季大气特别是日本以东洋面上大气特有的热力气候背景下 ,通过同海洋风暴过程相联系的涡动热通量 vθ的向极地输送 (- vθ· θm>0 ) ,将季节尺度的时间平均有效位能向瞬变涡旋时间尺度的涡动有效位能转换 ,是海洋风暴形成的主要动力机制。在该过程中转换来的具有最大贡献的涡动有效位能 ,连同具有次大贡献的积云加热制造的涡动有效位能(q3 )一起 ,通过暖异常区 (α >0 )暖湿空气上升运动 (-ω >0 )的斜压转换 (-ωα) ,促使涡动动能增长。同时 ,补充的涡动有效位能又加强了暖异常区的暖湿空气上升运动 ,进而产生积云对流活动及其潜热释放的正反馈过程 ,最终导致涡动动能急剧增长和海洋风暴的形成。海-气潜热输送的作用是在风暴形成初期提供后来积云尺度对流活动及潜热释放的水汽潜力。研究还表明 ,海洋风暴主要发生在冷季月份 1 3 0°E以东的中高纬洋面上 ,这种对特定季节和特定海域的依赖性是大气和海洋气候背景的动力 /热力共同作用的结果     

沙尘暴天气的归类判别分析预报模式

在大量分析了历史上 4 0年发生在内蒙古中西部地区的 37场沙尘暴天气过程的基础上 ,总结归纳了其大气环流特征 ,将他们划分成 4个环流类型。参考SaatyT .L .,提出的综合选优的方法[1] ,建立判别矩阵 ,然后计算归类判别预报 ,根据判别函数值判断实时待判样本的归属。参照归属类历史沙尘暴的天气形势和实况出现的范围以及强度作出沙尘暴天气预报 ,并设计了一个沙尘暴天气的归类判别分析预报模式。该模式已较成功地应用于 2 0 0 0年春季内蒙古地区的沙尘暴天气预报业务中 ,取得了较好的预报效果。实践证明 ,它是一个客观化、定量化和计算自动化的实用的预报模式 ,是我们目前作沙尘暴预报的重要技术手段之一。     

1998年5月磁暴磁层电流体系的地磁效应分析

低纬度地区地磁场的短时变化主要由以下电流体系产生:电离层发电机电流(IDC)、对称环电流(SRC)以及由部分环电流和Ⅱ区场向电流及其电离层回路组成的内磁层三维电流体系(PRFI).此外,由Ⅰ区场向电流及其电离层回路组成的电流体系(FACI)所产生的低纬地磁场也是不可忽略的.本文针对1998年5月1-6日的大磁暴,首先利用多个同子午线台站对的数据分离并消去由IDC电流产生的Sq场.然后,通过线性建模分离其他电流体系产生的磁场成分.结果表明:(1)发生在5月1-6日的磁暴可以分为两个过程,PRFI和FACI电流体系在1-3日不明显,在4-5日伴随着亚暴强烈发生.(2)SRC的变化情况在第一阶段同Dst指数相似,在第二阶段明显滞后于Dst指数.(3)在5月4-5日,PRFI在SRC之前增强,随着PRFI和FACI的恢复,SRC开始增强.这一结果为我们了解环电流和场向电流的形成以及它们的关系提供线索.     

Sand-dust storms in China: temporal-spatial distribution and tracks of source lands

1 IntroductionSand-dust storms include both sand storms and dust storms[1]. When the visibility in local areas is greater than or equal to 50 m but less than 200 m, they are called severe sand-dust storms. When extremely severe sand-dust storm, the most severest type of sand-dust storm, occurs, the local instantaneous maximum wind speed can be greater than 25 m/s and a local visibility be less than 50 m or even descend to 0 m[2].Sand-dust storm is a critical environmental problem and is also a…     

99洪水和对进一步治理太湖的探讨

1999年太湖流域发生了特大洪水,太湖最高洪水位达5.08m,创历史新高.文中分析了1999年洪水的雨情、水情及其特点.阐述了已建治理太湖工程的防洪作用和减灾效益,并对太湖流域的进一步治理作了探讨.     

Storm deposits and storm-generated coarse carbonate breccias on a pelagic outer shelf (South-East Basin, France)

Uppermost Jurassic limestones of the South‐East Basin (France) are organized into four facies associations that were deposited in four distinct zones: (1) peritidal lagoonal limestones; (2) bioclastic and reefal limestones; (3) pelagic lime mudstones; (4) lime mudstones/calcarenites/coarse breccias. Calcarenite deposits of zone 4 exhibit sedimentary structures that are diagnostic of deposition under wave‐induced combined flow. In subzone 4a, both vertical and lateral transitions from lime mudstone/calcarenite to breccia indicate in situ brecciation under wave‐cyclic loading. Breccias were produced by heterogeneous liquefaction of material previously deposited on the sea floor. Deposits in subzone 4a record relatively long periods (>400 kyr) of sedimentation below wave base, alternating with periods of deposition under wave‐induced currents and periods of in situ deformation. In this zone, storm waves were attenuated by wave–sediment interaction, and wave energy was absorbed by the deformation of soft sediment. With reference to present‐day wave attenuation, water depths in this zone ranged between 50 and 80 m. Landwards of the attenuation zone, in zone 3, storm waves were reduced to fair‐weather wave heights. Storm wave base was not horizontal and became shallower landwards. As a consequence, water depth and wave energy were not linearly related. On a small area of the seaward edge of subzone 4a, cobbles were removed by traction currents and redeposited in subzone 4b. There, they formed a 100‐m‐thick wedge, which prograded over 3 km and was built up by the stacking of 5‐ to 20‐m‐thick cross‐stratified sets of coarse breccia. This wedge records the transport and redeposition of cobbles by a high‐velocity unidirectional component of a combined flow. The increase in flow velocity in a restricted area is proposed to result from flow concentration in a channel‐like structure of the downwelling in the gulf formed by the basin. In more distal subzone 4c, the hydrodynamic effect of wave‐induced currents was quasi‐permanent, and brecciation by wave–sediment interaction occurred only episodically. This indicates that, seawards of the attenuation zone, hydrodynamic storm wave base was deeper than mechanical storm wave base. Uppermost Jurassic carbonates were deposited and soft‐sediment deformed on a hurricane‐dominated ramp of very gentle slope and characterized by a zone of storm wave degeneration, located seawards of a zone of sedimentation below wave base.     

平凉“95．7．19”强对流风暴分析

分析具有代表性的平凉局地强对流风暴过程，揭示了平凉发生强对流天气独特的地形因素。     

加拿大东海岸冬季风暴的分析

利用加拿大大气环境局第二次冬季风暴观测（简称ＣＡＳＰⅡ）的部分资料，对加拿在东海岸冬季风暴的发生，发展情况进行了分析，结果表明，大多数风暴能达到爆发性发展程度，并对其中一个形成眼区的强风暴例子做了进一步讨论。     

逐步带逼近法在热带所旋路径预报中的应用

通过对逐步逼近法１９９５年试验情况与国内外预报台的综合预报以及与国内一些客观预报方法的比较分析，总结出该方法对移动路径明显转折的热带气旋有较好的预报能力，４８小时平均误差达到３００ｋｍ以内，特别是当热带气旋的移速发生明显变化时，该方法较之其它客观方法有明显的优越性。     

“93.5”黑风暴发展结构和不同模式分辨率的数值试验

1993年5月4～6日在我国西北部地区发生了一次“黑风暴”。用改进的MM1和高分辨PBL参数化及40 km细网格控制试验能基本上模拟出“93.5”黑风暴的结构和演变。模拟结果表明，黑风暴发展时段，在PBL内与一个中尺度气旋性强涡旋相伴，在对流层内与一个垂直涡柱相伴。这个伸展至对流层顶的涡柱下（上）半部是与低（高）空强烈辐合（辐散）入（外）流相伴的气旋（反气旋）性涡柱。该黑风暴结构不同于一般锋面结构，其主要判别是:界面坡度陡，θe水平梯度大，斜压性强，PBL内暖心明显。该暖心结构与下垫面剧烈热力强迫有关。不