闽中南罕见冬季锋前暴雨个例特征分析     

陈健康  赵玉春  陈赛  黄惠镕  郑辉 《气象》2019,45(2):228-239

利用福建省逐小时加密自动站资料、风廓线、S波段双偏振雷达与雨滴谱等新型探测资料以及NCEP逐6 h的1°×1°大气再分析资料,分析了2017年2月21—22日福建中南部一次预报失败的冬季暴雨过程。结果表明:(1)此次暴雨过程类似于锋前暖区暴雨,自2000年以来仅此一例,十分罕见,是在低空急流偏强并长时间维持的背景下产生的,并未受到南支槽和冷空气的影响。(2)闽中大到暴雨带和闽南暴雨区的对流系统相互独立,有多个对流系统影响闽中地区,仅两个对流系统影响闽南地区。降水有较明显对流特征,属暖云弱对流降水,容易导致预报员对雨强估计不足。(3)此次冬季暴雨过程的水汽主要来自南海地区,低层水汽条件与汛期暴雨相当,但整层水汽条件较汛期略差;低空急流对暖湿气流的输送使暴雨区趋于不稳定,但对流不稳定度较汛期弱。(4)高空辐散低层辐合的配置为冬季暴雨带来了有利的动力抬升条件,但暴雨区涡旋性不强,无明显正涡度柱。其中,闽中大到暴雨主要与条件性对称不稳定有关,是在湿斜压作用下倾斜上升运动中产生,而闽南暴雨区既存在对流不稳定,也存在条件性对称不稳定。  相似文献   

2016—2017年贵州大雾时空分布及气象要素演变分析     

胡跃文  秦杰  苏静文  牛迪宇  吉廷艳 《气象》2019,45(5):659-666

利用2016—2017年自动站逐小时观测资料,统计分析了贵州大雾天气的时空分布特征;同时,结合天气图资料分析筛选了锋面大雾个例31 d和辐射大雾个例17 d,对比分析大雾生消过程中风、温、湿等气象要素演变特点。结果表明：(1)贵州大雾在秋末到初春较为频发;一天中夜间02—09时是大雾频发时段,07时达到峰值。(2)贵州自西向东有4个多雾区,分别为西南部区域、中部区域、东部边缘区域和北部局部区域。(3)锋面大雾主要出现在贵州中西部,范围最广时可达20个县站左右,持续时长可达10~13 h,单站可持续60 h以上。辐射大雾以贵州中东部地区出现较多,范围最广时可接近40个县站,远比锋面大雾范围广,持续时间相对较短。(4)大雾期间,10 min平均风速为0~3 m?s-1,相对湿度为97%~100%,温度露点差为0~0.5℃;辐射大雾初期或形成前气温呈下降状态,消散期升温较明显,地气温差呈现由负到正或由低到高的变化趋势,反映出近地层大气由较为稳定的逆温环境向不稳定环境变化的过程;锋面大雾初期的降温和后期的升温现象并不突出,地气温差也没有特定的变化规律,仅有部分个例与锋面大雾情况一致。  相似文献   

一次浓雾过程的观测分析     

甄晓菊  吴国明  杨晓亮 《黑龙江气象》2019,36(2):6-8,22

利用DMTFM120雾滴谱仪(2-50μm)、VAISALAPWD22能见度仪和六要素自动气象站对2016年11月3日河北省中南部平原地区的一次浓雾天气进行了观测分析。这次浓雾过程主要由于夜间辐射降温形成,晴夜风速较弱,低空存在较强逆温,属于典型的辐射雾。观测表明,由于夜间长波辐射冷却作用的增强,温度迅速下降,雾滴浓度突增,导致能见度突降,出现了浓雾的爆发。这次浓雾过程的能见度最低为71m,相对湿度93%-99%;雾滴的平均浓度为89cm^-3,最小2cm^-3,最大403cm^-3;平均直径为3.9μm,最大直径13.5μm;平均含水量为0.0033gm^-3,最小含水量0.00002g·m^-3,最大含水量0.038g·m^-3。总体而言,这次过程雾滴浓度不高、含水量较低,各阶段的雾滴谱分布都偏向小滴一端,谱宽较窄,缺乏大滴,不利于向强浓雾发展。  相似文献   

江苏省夏季浓雾的时空分布特征及气象影响因子分析     

宗晨  钱玮  包云轩  袁成松  周林义  崔驰潇  王宏斌 《气象》2019,45(7):968-977

利用江苏省70个国家基本站逐10 min连续观测资料,对江苏省夏季浓雾的时空分布特征及影响因子进行分析研究。结果表明:(1)夏季浓雾易在气温小于29℃、风速低于3 m·s~(-1),且盛行偏东风的条件下形成;低温高湿的梅雨期是夏季浓雾在6月高发(42.4%)的可能原因。(2)夏季浓雾生消时间与秋、冬季显著不同,主要发生于00—06时,消散集中于05—08时,持续时间主要在6 h以内。(3)夏季浓雾以辐射雾为主,辐射雾、平流雾和锋面雾分别占58. 1%、35. 5%和6.4%。(4)夏季浓雾发生频次呈现从东北部沿海地区向西南部内陆地区递减的趋势,淮北地区夜间降温幅度高于苏南地区是出现这一现象的主要原因。(5)成雾前6～24 h出现的弱降水为近地层提供水汽,此后天气转晴,静稳的大气层结下有利于夏季浓雾的出现。  相似文献   

台风“摩羯”与“温比亚”环流中龙卷小尺度涡旋特征及可预警性分析          下载免费PDF全文

刁秀广  孟宪贵  张立  任钟冬  赵海军 《山东气象》2019,39(3):19-28

利用多普勒天气雷达探测资料,结合常规气象观测资料和天气实况及灾情调查,对2018年8月14日台风“摩羯”（1814）和8月19日台风“温比亚”（1818）产生龙卷的环境物理量及龙卷风暴强度结构特征进行了分析,对诱发龙卷和未诱发龙卷的小尺度气旋性涡旋特征进行了对比。结果表明：两次台风减弱低压东北象限是龙卷发生的关键区,低层高湿,强的低层垂直风切变和大的相对风暴螺旋度是关键物理量;龙卷出现时都伴有ΔV＞20.0 m·s-1的小尺度气旋性涡旋,且基本出现在2.0 km高度以下,但并不是所有这种低层小尺度气旋性涡旋都能诱发龙卷;以ΔV＞20.0 m·s-1为阈值,龙卷识别具有较高的命中率,识别准确率为31.8%,空报率为67.4%,漏报率为6.7%;约35.7%的龙卷没有识别时间提前量,半数龙卷几乎没有预警时间提前量。  相似文献   

Polar WRF模式海冰密集度方案对北极海雾模拟效果的个例研究          下载免费PDF全文

宋姝彤  衣立  张苏平  王晓宇  刘一林  陈显尧 《山东气象》2019,39(2):34-42

全球变暖的背景下,北极航线的常规通航甚至商业运营有望实现,而海雾会严重影响航道上船只的航行安全。海冰的存在使海气之间相互作用变得更为复杂,是研究北极海雾不可忽略的因素。船载观测发现,与中纬度常见平流冷却雾形成时气温下降速度往往超过海水降温速度不同,北极海雾发生时海冰的存在还会使海水降温速度超过空气降温速度。然而目前海冰分布是否会影响模式模拟海雾的准确性还不得而知,因此本文利用Polar WRF（Polar Weather Research and Forecasting）模式模拟了中国第七次北极考察中观测到的一次海雾过程,并进行海冰密集度敏感性试验。通过与船载观测和欧洲中期天气预报中心再分析数据比对发现,在低浮冰区内（海冰密集度小于50%）考虑海冰分布时可以更加准确地刻画潜热通量与水汽通量,模拟出与观测事实相符的表层空气降温与增湿过程以及相对湿度的变化,因此能够更好地刻画海雾的三维结构及其生消演变。  相似文献   

Validation of a soil water balance model using soil water content and pressure head data     

Martin Wegehenkel 《水文研究》2005,19(6):1139-1164

The validation of soil water balance models and the evaluation of the quality of the model predictions at field‐scale require time‐series of in situ measured model outputs. In our study, we have validated such a model using a 6‐year period with time‐series of automatically recorded, daily volumetric soil water contents measured with the time‐domain reflectometry with intelligent microelements (TRIME) method and daily pressure heads measured with tensiometers. The comparisons of simulated with measured soil water contents and pressure heads were analysed using the modelling efficiency index (IA) and the square root of the mean square error (RMSE) in order to evaluate the prediction quality of the model. In our study, IA and RMSE, obtained either from the comparison of simulated with measured soil water contents or the comparison of calculated with observed pressure heads, in some cases lead to different results regarding the evaluation of the simulation quality of the soil water balance model. For example, a good fit between simulated and observed soil water contents does not necessarily result in a comparably good fit between the corresponding calculated and measured pressure heads. Therefore, a combined use of both measurement techniques, which takes into account their respective advantages and disadvantages, gives a more complete overview on the simulation quality of the soil water balance model than the single use of one of those techniques. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Effect of connecting rain barrels on the storage size reduction     

Yongwon Seo  Nam‐Jeong Choi  Daeryong Park 《水文研究》2012,26(23):3538-3551

In this article, the possibility of sharing rain barrels and the potential benefit of reducing storage size through physical and non‐physical connections of rain barrels in a community are investigated. Using the concepts of homogeneous/heterogeneous users in rainwater harvesting systems (RWHS), two simple cases of a community composed of four prospective users are examined. The first is performed with the users who have the same mean and variance in water demands (homogeneous users), and the second is with the users with different means and variances (heterogeneous users). To take account for the rainfall characteristics in different places, historical records from six cities in the USA are used for storage–reliability–yield analysis. The result indicates that required total storage can be reduced by connecting multiple rain barrels. In addition, a significant difference is found between homogeneous and heterogeneous user groups. Homogeneous users do not achieve a substantial benefit from connecting their rain barrels; these users may even be disadvantaged by sharing. In contrast, heterogeneous users receive benefit by reducing the total required storage. Most benefit is expected between users with maximum difference in mean water demands. The reduction in storage size was as considerable as 37% in this study. The quantity of storage reduction depends on locations and target reliabilities. Knowledge of the benefits and limitations of rain barrel connections can improve RWHS performance through ability to customize a network plan for individual users. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

A comparison of frameworks for separating the impacts of human activities and climate change on river flow in existing records and different near-future scenarios     

Soghra Andaryani  Vahid Nourani  James Ball  Saeed Jahanbakhsh Asl  Hamidreza Keshtkar  Dennis Trolle 《水文研究》2021,35(7):e14301

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A 3D discrete FEM iterative algorithm for solving the water pipe cooling problems of massive concrete structures          下载免费PDF全文

Jing Cheng  T. C. Li  Xiaoqing Liu  L. H. Zhao 《国际地质力学数值与分析法杂志》2016,40(4):487-508

Water pipe cooling has been widely used for the temperature control and crack prevention of massive concrete structures such as high dams. Because both under‐cooling and over‐cooling may reduce the efficiency of crack prevention, or even lead to great harm to structures, we need an accurate and robust numerical tool for the prediction of cooling effect. Here, a 3D discrete FEM Iterative Algorithm is introduced, which can simulate the concrete temperature gradient near the pipes, as well as the water temperature rising along the pipes. On the basis of the heat balance between water and concrete, the whole temperature field of the problem can be computed exactly within a few iteration steps. Providing the pipe meshing tool for building the FE model, this algorithm can take account of the water pipe distribution, the variation of water flow, water temperature, and other factors, while the traditional equivalent algorithm based on semi‐theoretical solutions can only solve problems with constant water flow and water temperature. The validation and convergence are proved by comparing the simulated results and analytical solutions of two standard second‐stage cooling problems. Then, a practical concrete block with different cooling schemes is analyzed and the influences of cooling factors are investigated. In the end, detailed guidance for pipe system optimization is provided. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献