一次强飑线过程极端大风的中尺度分析     

沈杭锋  方桃妮  蓝俊倩  翟国庆  苏涛 《气象学报》2019,77(5):806-822

利用常规气象观测资料、区域自动气象站加密观测资料和GFS 0.25°×0.25°逐6 h的分析场数据以及多普勒雷达、风廓线等资料,通过背景形势场分析、物理量诊断分析和中尺度分析,对2018年3月4日发生在华东地区的强飑线天气过程进行了诊断分析。结果表明,这次过程具有发生时间(季节)早、移速快、范围广、致灾强等特点,是一次比较少见的早春(冬末)十分强烈的飑线天气过程,是在高空急流辐散区、低空西南急流轴前端、低涡南侧的暖区中发展起来的。飑线过程的地面要素变化十分剧烈,地面有强冷池,与飑线前暖空气之间构成了强的水平温度梯度,致使飑线强度更强;飑线经过时气压涌升所形成的雷暴高压、强气压梯度以及飑线的快速移动均有利于地面极端大风的出现。飑线发展过程中观测到弓形回波、超级单体等强天气系统。中高层动量下传和光滑湖面、喇叭口、狭管效应等特殊地形对于大风的增强效应比较显著,这些因素也加剧了地面极端大风的形成。   相似文献   

天山北坡2次暴雪过程机理分析     

庄晓翠  李健丽  李博渊  李如琦 《沙漠与绿洲气象(新疆气象)》2019,13(1):29-38

利用FNL及常规资料,对比分析了2010年2月22—24日(过程Ⅰ)和2015年12月10—13日(过程Ⅱ)天山北坡2次暴雪过程。结果表明,暴雪区上空θse锋区陡立和条件性对称不稳定及次级环流是形成暴雪的主要机制。不同点是:过程Ⅰ暴雪产生在西西伯利亚低涡底部强锋区上,南北支短波槽汇合的区域,冷高压为西北路径;过程Ⅱ是乌拉尔山大槽东移北收,冷高压为偏西路径;2次过程在温压的时间演变上有显著的区别。在高低空配置上也有明显的区别:过程Ⅰ 500 hPa以下为暖平流,以上为冷平流,低层为暖湿结构;过程Ⅱ 700 hPa以下为冷平流,700—600 hPa为暖平流,低层有湿冷空气锲入。过程Ⅰ暴雪区位于θse锋区上,锋区低层强,中高层弱;过程Ⅱ暴雪区位于θse锋区中后部,锋区低层弱,中高层强。水汽输送和输入量及比湿过程Ⅰ大于过程Ⅱ。  相似文献   

张掖绿洲“冷岛效应”对大气扩散的影响   总被引：2，自引：0，他引：2  

柳艳香 《高原气象》1993,12(1):77-83

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我国早春（3月）冷暖环流特征的分析和预报     

杨善恭  郭骏 《高原气象》1993,12(3):328-332

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黑河地区绿洲和戈壁小气候特征的季节变化及其对比分析   总被引：20，自引：23，他引：20  

左洪超  胡隐樵 《高原气象》1994,13(3):246-256

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黑河实验(HEIFE)──对干旱地区陆面过程的一些新认识   总被引：63，自引：2，他引：63  

胡隐樵  高由禧 《气象学报》1994,52(3):285-296

综合介绍“黑河地区地气相互作用野外观测实验研究（ＨＥＩＦＥ）”的概况。系统分析干旱地区陆面过程的一些基本问题，它们是：（１）干旱地区地表面热量平衡的基本特征：干旱地区蒸发量很小，地表热量平衡中以感热为主．潜热可以忽略不计。（２）干旱地区陆面过程参数化问题：干旱地区能量和物质湍流输送的参数化必须考虑层结影响，否则将造成严重误差。（３）干旱地区一种特殊现象──绿洲与沙漠环境的相互作用：绿洲的“冷岛效应”和临近绿洲沙漠或戈壁的“逆湿现象”是这种相互作用的结果。这些研究结果将加深我们对干旱地区陆面过程的认识。  相似文献   

一次东亚寒潮爆发后冷涌发展的研究   总被引：10，自引：0，他引：10  

丁一汇  蒙晓 《气象学报》1994,52(4):442-451

分析了１９８１年１月２１—２８日一次东亚强寒潮爆发后南海和西太平洋地区冷涌的发展过程。冷涌的发展最先表现为低层强东北风沿东亚沿海地区和南海中北部的迅速建立。２—３ｄ之后，又在菲律宾以东洋面激起第二次冷涌。与冷涌相伴随的低层温度场变化也十分明显，同样具有先后两次降温过程。冷涌期高空风场表现有明显的脉动，南海北部高空西风迅速减弱，而在南海近赤道地区出现了很强的高空东风区。冷涌的发展与寒潮冷高压的南下有密切关系，它的强度在很大程度上取决于中纬度冷高压的强度。另一方面，冷涌发展后，通过Ｈａｄｌｅｙ环流可影响中纬西风急流和热带东风急流的变化。  相似文献   

东亚寒潮高压的位涡诊断研究   总被引：5，自引：2，他引：5       下载免费PDF全文

张培忠  丁一汇 《应用气象学报》1994,5(1):49-56

用位势涡度方程对1980年1月26—30日东亚寒潮高压的演变做了诊断研究，表明高压中心地区低层是低值位涡区，位涡值随高压增强（减弱）而变小（变大）；随着高压的发展加强，位涡最小值由对流层中层降到近地面层，随着高压的减弱，最小值中心又上升；对流层高层的位涡值随着地面高压的增强而加大，反映高空冷槽、地面高压同时在发展。位涡收支方程各项对高压发展、减弱有着不同的作用。作用最大的是地转风水平平流项和地转偏差风的散度项，其次是地转偏差风的平流项和辐射项，扭转项和热成风偏差项均甚小，可忽略不计。  相似文献   

东亚梅雨锋暴雨研究进展   总被引：11，自引：0，他引：11  

斯公望 《地球科学进展》1994,9(2):11-17

对梅雨锋的大尺度环流、梅雨锋的次天气尺度和中尺度特征、梅雨锋低空急流和暴雨发展等问题的研究进展作了概述，对低空急流和暴雨发展的各种观点进行了评述，并提出了新的见解和研究结果。  相似文献   

Relationships between land-use and forced-pool characteristics in the Colorado Front Range     

Jaime R. Goode  Ellen Wohl   《Geomorphology》2007,83(3-4):249

Land use practices in Colorado during the last two centuries altered the supply of sediment and water to many channels in the upper South Platte Basin. As a result of increased supply of sediment and mobility and reduced peak flows, the characteristics of pools associated with channel constrictions, referred to as forced pools, may have been altered. Increased supply of sediment and reduced transport capacity of high flows could lead to aggradation in forced pools. Channel confined by road corridors could lead to high velocities at normal flows, increased energy dissipation from riprap, or even increased pool frequency resulting from failed riprap. To assess potential alterations, four hypotheses were tested: (1) impacted streams will show significantly different mean volume of pools than a control stream; (2) mean volume of pools on streams where land-use activities increased the supply of sediment will be significantly different from streams solely affected by flow regulation; (3) the strongest change in characteristics of pools of impacted streams will be a reduced volume of pools; (4) streams affected by road corridors will show statistically lower spacing of pools than streams unaffected by roads. The downstream spacing and residual volume of twenty consecutive forced pools were surveyed on five streams in the Colorado Front Range that varied from no contemporary impact to multiple historical and contemporary impacts. ANCOVA with stepwise model selection indicated that degree of land-use (categorical), bankfull spacing of pools, upstream riffle slope and expansion ratio were all significant (α = 0.1) predictors of volume of pools (R² = 0.73). Simple linear regression of mean volume of pools and stream specific variables (gradient, drainage area and discharge) and least square means comparison of mean volume of pools indicated a need to standardize volumes of pools by slope and discharge so that the volumes of pools could be compared among different levels of land-use. Significant correlations between drainage area and volume of pools allowed volume of pools to be standardized by drainage area and thereby discharge. This dimensionless variable was also significantly correlated with channel slope, which permitted the construction of a new variable, PV_QS (volume of pools standardized by discharge and slope). Least square means comparison of mean PV_QS revealed that the control reach was significantly different from road-impacted reaches. Mean volume of pools was significantly larger in the control reach compared to all but one road-impacted stream. This was likely a function of higher wood loading in the control reach and the competence of high flows in the road-impacted reach. Streams affected by road corridors did not have significantly different bankfull spacing of pools from streams not impacted by roads. The multiple interactions among control and response variables explored in this study indicate the need to identify the most constrained and sensitive response variables when attempting to assess channel response to land use.  相似文献