2018年一次罕见早春飑线大风过程演变和机理分析   总被引：6，自引：4，他引：2  

盛杰  郑永光  沈新勇  张涛  曹艳察  林隐静 《气象》2019,45(2):141-154

2018年3月4—5日,华南、江南等地发生了一次大范围强对流过程,发生时间早,落区范围广,多地伴有雷暴大风、冰雹、短时强降水等剧烈对流天气,尤其飑线在江西境内造成了严重大风灾害。基于大气环流和雷达回波发展演变特征,将该次过程分为初始、发展和减弱三个阶段：初始阶段西风槽前西南急流造成的低压倒槽为强对流提供大尺度触发条件;发展阶段对流活动位于槽前暖区中,飑线在江西造成极端大风;入夜后,冷锋南下,对流进入减弱阶段。环境场及对流参数诊断表明江西中北部低层高温高湿,中层干冷,温度垂直递减率大,有利于产生雷暴大风。南昌探空长时间序列分析表明温湿要素气候态异常,与历史同期比,低层明显偏暖偏湿,中层偏干,有利于极端对流天气发生。综合多源观测资料和雷达资料分析中小尺度特征,本次江西飑线过程特点及成因包括：（1）受引导气流和前向传播共同作用,飑线移动速度快。（2）自动站分析显示飑锋后雷暴高压强,与锋前暖低压作用造成强密度流,有利于产生大范围直线型大风;（3）通过对比飑线弓状回波南北段回波结构差异表明,飑线后侧中层干后向入流促使降水粒子相变,剧烈降温形成的强下沉运动(下击暴流)是导致极端大风的主要原因,后部层云区下沉气流增强雷暴高压加之动量下传作用对雷暴大风有增幅作用。  相似文献   

GRAPES区域集合预报两种侧边界扰动方法对比试验     

范宇恩  陈静  邓国  陈法敬  刘雪晴  徐致真 《气象》2019,45(12):1629-1641

中国气象局数值预报中心自2014年建立了区域集合预报业务系统,其使用的侧边界扰动由全球集合预报系统动力降尺度得到。为深入了解侧边界扰动对区域集合预报的影响,基于15 km水平分辨率的区域集合预报模式,使用动力降尺度方法和尺度化滞后平均法(scaled lagged average forecasting,SLAF)设计构造了两种侧边界扰动方案,并开展了2015年7月共6天的集合预报试验,利用集合均方根误差、集合离散度、连续分级概率评分、离群值、Brier Score及相对作用特征曲线面积等概率预报检验方法进行了多方面检验,分析了两种侧边界扰动方案对区域集合预报质量的影响。结果表明:动力降尺度侧边界扰动方案(DOWN)的扰动总能量在各垂直层次均大于SLAF方案,使得边界上前者的离散度大于后者,集合扰动增长更为合理;对于等压面要素和地面要素,DOWN方案的离散度、Outlier、CRPS等评分优于SLAF方案,反映了DOWN方案构造的侧边界扰动更加合理;在降水概率预报技巧方面,SLAF方案在评分上具有一定优势,但评分的提高没有通过显著性水平检验,因此认为两种方案对降水预报的改进基本相当。  相似文献   

Lateral dynamic response of a pipe pile in saturated soil layer          下载免费PDF全文

Changjie Zheng  Hanlong Liu  Xuanming Ding 《国际地质力学数值与分析法杂志》2016,40(2):159-184

This paper presents an analytical solution for the lateral dynamic response of a pipe pile in a saturated soil layer. The wave propagations in the saturated soil and the pipe pile are simulated by Biot's three‐dimensional poroelastic theory and one‐dimensional elastic theory, respectively. The governing equations of soil are solved directly without introducing potential functions. The displacement response and dynamic impedances of the pipe pile are obtained based on the continuous conditions between the pipe pile and both the outer and inner soil. A comparison with an existing solution is performed to verify the proposed solution. Selected numerical results for the lateral dynamic responses and impedances of the pipe pile are presented to reveal the lateral vibration characteristics of the pile‐soil system. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

GIS‐evaluation of two slope‐calculation methods regarding their suitability in slope analysis using high‐precision LiDAR digital elevation models     

M. Irfan Ashraf  Zhengyong Zhao  Charles P.‐A. Bourque  Fan‐Rui Meng 《水文研究》2012,26(8):1119-1133

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Development and characterization of a cell line from the embryos of half smooth tongue sole (Cynoglossus semilaevis)   总被引：3，自引：1，他引：2  

SHA Zhenxi  REN Guocheng  WANG Xianli  WANG N  CHEN Songlin 《海洋学报(英文版)》2010,29(2):81-87

A new cell line,CSEC,has been successfully established from embryos at gastrula stage of a cultured marine fish,half smooth tongue sole(Cynoglossus semilaevis).CSEC cells grow actively and stably more than 50 passages for over 200 d in DMEM medium supplemented with 15% FBS(fetal bovine serum),2.5 ng/cm 3 bFGF(basic fibroblast growth factor),1 ng/cm 3 LIF(leukemia inhibitory factor) and 50 mmol/dm 3 2-ME(2-mecaptoethanol).The cells grew well in the temperature range of 24-30 ℃ and the optimal growth temperature was 24℃.FBS and bFGF concentrations are the two key components for CSEC cells proliferation.Chromosome analysis reveals that CSEC cells have a normal diploid karyotype with 2n=42t.The significant fluorescent signals were observed in CSEC after transfection with the GFP reporter gene,suggesting that the CSEC cell line can be used as a useful tool for transgenic and genetic manipulation studies.CSEC cells showed the cytopathic effect(CPE) after infection with lymphosystis disease virus(LCDV) in 2 d.Moreover,the LCDV particles can be observed in the cytoplasm of virus-infected cells by electron microscopy.It suggests that CSEC could be potentially used for the study of aquatic virus.  相似文献   

Nonlinear analysis of laterally loaded rigid piles in cohesive soil     

Lianyang Zhang  Saeed Ahmari 《国际地质力学数值与分析法杂志》2013,37(2):201-220

This article presents a method for the nonlinear analysis of laterally loaded rigid piles in cohesive soil. The method considers the force and the moment equilibrium to derive the system equations for a rigid pile under a lateral eccentric load. The system equations are then solved using an iteration scheme to obtain the response of the pile. The method considers the nonlinear variation of the ultimate lateral soil resistance with depth and uses a new closed‐form expression proposed in this article to determine the lateral bearing factor. The method also considers the horizontal shear resistance at the pile base, and a bilinear relationship between the shear resistance and the displacement is used. For simplicity, the modulus of horizontal subgrade reaction is assumed to be constant with depth, which is applicable to piles in overconsolidated clay. The nonlinearity of the modulus of horizontal subgrade reaction with pile displacement at ground surface is also considered. The validity of the developed method is demonstrated by comparing its results with those of 3D finite element analysis. The applications of the developed method to analyze five field test piles also show good agreement between the predictions and the experimental results. The developed method offers an alternative approach for simple and effective analysis of laterally loaded rigid piles in cohesive soil. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Stratigraphic architecture and sedimentology of a Late Pleistocene subaqueous moraine complex,southwest Ireland     

David J. A. Evans  John F. Hiemstra  Colm Ó Cofaigh 《第四纪科学杂志》2012,27(1):51-63

Glacigenic sediments exposed in coastal cliffs cut through undulatory terrain fronting the Last Glacial Maximum laterofrontal moraine at Waterville on the Iveragh Peninsula, southwest Ireland, comprise three lithofacies. Lithofacies 1 and 2 consist of interdigitated, offlapping and superimposed ice‐proximal subaqueous outwash and stacked sequences of cohesionless and cohesive subaqueous debris flows, winnowed lag gravels and coarse‐grained suspension deposits. These are indicative of sedimentation in and around small grounding line fans that prograded from an oscillating glacier margin into a proglacial, interlobate lake. Lithofacies 3 comprises braided river deposits that have undergone significant syn‐sedimentary soft‐sediment deformation. Deposition was likely related to proglacial outwash activity and records the reduction of accommodation space for subaqueous sedimentation, either through the lowering of proglacial water levels or due to basin infilling. The stratigraphic architecture and sedimentology of the moraine at Waterville highlight the role of ice‐marginal depositional processes in the construction of morphostratigraphically significant ‘end moraine’ complexes in Great Britain and Ireland. Traditional ‘tills’ in these moraines are often crudely stratified diamictons and gravelly clinoforms deposited in ice‐proximal subaqueous and subaerial fans. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

序贯一维型边缘检测新算法     

吕言 《武汉大学学报(信息科学版)》1988,(4)

本文提出一种既可用于从图象上提取具有某种用途的一维边缘,又可用于提取具有多种用途的二维边缘的序贯一维型边缘检测新算法。由于构成该算法重要组成部分的基础算子的作用,以及将二维问题化为一维问题求解而使其明显具有简单,快速、有效的特点。该算法还具有Abdou等所建议的边缘检测算子应具有的两个特性。  相似文献   

新生代阿尔金断层中、东段右行走滑特征   总被引：23，自引：3，他引：23       下载免费PDF全文

杨藩  叶素娟  曹春潮  乔秦征  许同春 《地质科学》1994,29(4):346-354

从柴达木、准噶尔、塔里木3个地块近4个古地磁样品中得出的古纬度数据表明,新生代阿尔金断层中、东段的右行走滑特征明显。白垩纪以来,新疆板块相对柴达木地块向北移动了0.6°-5.4°。据此将断裂两侧各地块复原到白垩纪末的位置,天山-北山地体与祁连山地体相联,柴达木地体成为塔里木地体的东延部分。  相似文献   

What has seismic missed?     

Gordon Kaufman 《Natural Resources Research》1994,3(4):304-314

The relative efficiencies of alternative geometric patterns of both discrete borehole and continuous grid line search have been extensively discussed in the mathematical geology literature. However, an equally important problem has received virtually no attention: How to use a sample of properties of geologic anomalies detected by grid line search of a region to estimate systematically both the number and size distribution of geologic anomalies missed by the search. We show how estimation methods developed in the sample survey design literature can be adapted to this problem, and we apply these methods to data describing 94 anomalies identified by a seismic reconnaissance survey.  相似文献