一种抑制降水对风廓线雷达水平风干扰的方法   总被引：2，自引：1，他引：1       下载免费PDF全文

林晓萌  何平  黄兴友 《应用气象学报》2015,26(1):66-75

降水条件下,风廓线雷达 (wind profiler radar,WPR) 能够同时接收到大气湍流回波和降水粒子的散射回波,降水信号谱与湍流信号谱叠加在一起。风廓线雷达计算水平风时,若采用叠加在一起的功率谱处理降水条件下的探测数据,必将导致后期水平风的合成严重失真。该文首先对原始功率谱数据进行插值和平滑处理,通过功率谱曲线极大值点的个数判断其是否受到降水影响。对于受到降水影响的功率谱,依据湍流谱和降水谱均趋于对称型的特点,用两种方法分别对不同特征的功率谱曲线进行湍流谱和降水谱的分离处理,继而利用分离出的湍流谱信号反演水平风场。研究选取广东省湛江站风廓线雷达2013年6月及7月两次实测降水过程,分析结果表明:用湍流谱代替原始功率谱反演的风场,一致性较处理前有明显提高,从而证明了该分离方法的可行性。  相似文献   

2011年江苏省一次暴雨过程的影响系统分析及物理量诊断     

吴琼  王文  赵栋  郭煜  周勍 《南京气象学院学报》2015,7(3):272-280

利用NECP/NCAR提供的逐日再分析资料,对江苏省2011年6月24—25日暴雨从环流形势、云图实况对照水汽通量和水汽通道变化3个方面进行了分析,结果表明前期影响该次暴雨过程的天气系统是西风槽,后期是台风,中期是两者相互作用.通过诊断过程水汽通量散度、垂直速度、散度和垂直螺旋度,发现它们作为25日强降水的预报因子,具有预报先兆性,大约有9~12 h的提前预报量.同时,发现近海台风(米雷)中低层垂直螺旋度由负变正并增加时,未来12 h内易出现强降水,而当中低层垂直螺旋度开始明显减小时,未来12 h内降水会逐渐减小,若减小是由正变负,则降水减弱时间更快,提前量在2 h左右.对于24和25日降水性质的不同,运用K指数加以验证,表明24日主要为多对流性降水,25日对流性减弱,以系统性降水为主.  相似文献   

小型风力发电机扇叶朝向控制系统     

张秀再  赵阳  张方方 《南京气象学院学报》2015,7(5):434-437

设计了一种基于单片机的小型风力发电机扇叶朝向控制系统,该系统由风向传感器模块、液晶显示模块、驱动模块和扇叶朝向控制装置组成.系统以MSP430F149单片机作为控制核心,利用风向传感器测量风向信息传输给单片机,单片机根据风向信息控制步进电机调节扇叶朝向来风方向,并且风向信息由LCD显示.该系统可以提高风力发电机的工作效率,具有一定的实用意义.  相似文献   

浮式风机极限载荷与疲劳载荷对比分析     

张友文  王迎光 《海洋工程》2015,33(3):57-62

根据IEC61400-3设定工况,采用NREL开发的5 MW风机基础模型,应用FAST,以Aero-Hydro-Servo-Elastic耦合仿真技术对风机进行研究。对时域仿真得到的短期载荷,应用分块极大值法联合Gumbel分布外推计算风机极限载荷;以雨流计数法、线性累积损伤理论和S-N曲线为理论基础应用MLife软件,计算风机疲劳载荷。对比分析不同工况下浮式风机、近海单桩风机和陆上风机的极限载荷与疲劳载荷,进而探讨影响浮式风机动态响应的因素。结果表明,对于陆上风机和近海单桩风机,风是其主要载荷来源;而波浪是浮式风机主要载荷来源。对风机进行设计要根据特定海域统计的海洋气候条件,避免风机及其支撑结构的固有频率与波浪频率近似而产生共振;风机制造装配在一定误差范围内,质量不平衡对风机载荷几乎没有影响。  相似文献   

Damage Identification of A TLP Floating Wind Turbine by Meta-Heuristic Algorithms     

M. M. Ettefagh 《海洋工程》2015,29(6):891-902

Damage identification of the offshore floating wind turbine by vibration/dynamic signals is one of the important and new research fields in the Structural Health Monitoring (SHM). In this paper a new damage identification method is proposed based on meta-heuristic algorithms using the dynamic response of the TLP (Tension-Leg Platform) floating wind turbine structure. The Genetic Algorithms (GA), Artificial Immune System (AIS), Particle Swarm Optimization (PSO), and Artificial Bee Colony (ABC) are chosen for minimizing the object function, defined properly for damage identification purpose. In addition to studying the capability of mentioned algorithms in correctly identifying the damage, the effect of the response type on the results of identification is studied. Also, the results of proposed damage identification are investigated with considering possible uncertainties of the structure. Finally, for evaluating the proposed method in real condition, a 1/100 scaled experimental setup of TLP Floating Wind Turbine (TLPFWT) is provided in a laboratory scale and the proposed damage identification method is applied to the scaled turbine.  相似文献   

Experiment Study of Dynamics Response for Wind Turbine System of Floating Foundation   总被引：1，自引：1，他引：0  

唐友刚  宋凯  王宾 《海洋工程》2015,29(6):835-846

The floating foundation is designed to support a 1.5 MW wind turbine in 30 m water depth. With consideration of the viscous damping of foundation and heave plates, the amplitude-frequency response characteristics of the foundation are studied. By taking into account the elastic effect of blades and tower, the classic quasi-steady blade-element/momentum (BEM) theory is used to calculate the aerodynamic elastic loads. A coupled dynamic model of the turbine-foundation- mooring lines is established to calculate the motion response of floating foundation under Kaimal wind spectrum and regular wave by using the FAST codes. The model experiment is carried out to test damping characteristics and natural motion behaviors of the wind turbine system. The dynamics response is tested by considering only waves and the joint action of wind and waves. It is shown that the wind turbine system can avoid resonances under the action of wind and waves. In addition, the heave motion of the floating foundation is induced by waves and the surge motion is induced by wind. The action of wind and waves is of significance for pitch.  相似文献   

Modelling the Zambezi River plume     

FPJ Nehama 《African Journal of Marine Science》2015,37(4):593-604

A model for the Zambezi River plume, the largest on the Indian Ocean coast of Africa, is presented and the results of experiments with different discharges and wind forcings are analysed. Although the river plays an important role in the southern African economy through power generation on large dams, artisanal fisheries, and frequent flooding events that impact greatly on local populations, the plume has not been well studied. Observations during the period 2004–2007, when the winds were mainly easterly or south-easterly, indicated that the plume waters can extend both downstream (equatorwards) and upstream (polewards) of the Zambezi Delta with a recirculating bulge near the river mouth. The model is constructed using the Regional Ocean Modeling System (ROMS), with a 40-km long, 3-km wide river discharging into a rectangular coastal ocean with a linearly sloping bottom. When the model is forced only by a constant river discharge of 1 000?m³ s^?1 (typical of observed discharge amounts in summer), the Kelvin and Froude numbers for the resulting plume imply a ‘large-scale’ buoyant discharge with a coastal current that is close to being in geostrophic balance with the across-shore pressure gradient and a recirculating ageostrophic bulge near the mouth. The distributions of the bulge and plume waters are found to be relatively insensitive to the discharge amount. Under constant wind forcing, the plume distribution changes dramatically. Northerly and easterly winds produce the largest changes with the latter able to deflect the plume up to 180° due to Ekman drift. When sea breeze-like winds are imposed, accumulation of water in the bulge occurs with substantial spreading upstream. Stronger sea breezes lead to less downstream spreading of the plume than gentle winds. When the winds are mainly across-shore, Ekman drift dominates, but the dynamics become almost geostrophic when the winds are roughly aligned to the coast. These experiments suggest that the Zambezi River plume is sensitive to the winds on diurnal to synoptic time-scales.  相似文献   

自动气象站风速传感器自动化检定系统设计与实现   总被引：3，自引：0，他引：3  

敖振浪  李国森 《气象科技》2007,35(3):429-431

主要介绍了如何对省、市气象计量检定部门原来配置的500型风洞检定系统进行升级改造。总体方案和设计思想是以计算机为核心,开发研制数据采集器和电机控制电路将检定过程中的物理量全部数字化,计算机从采集器的串行异步口读人数据,实现自动气象站风速传感器室内检定过程全自动化,同时具备常规测风仪器的半自动检定能力。检定数据传入局域网服务器,实现数据远程处理、打印和共享。软件基于Windows平台,采用VB6．0编写。系统已成功投入使用,一年多的检定实践证明,该系统运行稳定可靠,使用方便,操作简单,计划在全国气象计量检定单位推广应用。  相似文献   

乌鲁木齐机场东南大风过程温压湿及水平风切变特征     

张利平  王春红 《气象科技》2007,35(5):719-722

针对乌鲁木齐机场2002~2005年出现的典型东南大风天气过程,利用常规天气资料和机场跑道自动观测系统采集的实时观测资料,分析了东南大风天气机场跑道附近气象要素及水平风切变的演变特征。结果表明,①东南大风天气时气象要素场特征变化明显,起始和维持阶段具有升温、降压和降湿的特征,结束前具有降温、升压和升湿的特征,气温、场压和湿度变化转折的时间基本一致,这一时间也正是东南大风开始减弱的时间;②同一时刻机场跑道两端会出现风向和风速的不连续,在跑道上形成较强的水平风切变,尤其在起始和结束阶段跑道风切变强度表现得更明显。跑道两端风速差大小及其变化是影响风切变强弱和变化的决定因素。  相似文献   

垂直积分液态水含量在地面大风预报中的应用   总被引：7，自引：0，他引：7  

东高红  吴涛 《气象科技》2007,35(6):877-881

利用天津塘沽的CINRAD-SA型新一代多普勒雷达体扫描垂直积分液态水含量(VIL)产品资料,结合地面大风灾情报告和实况资料,对地面灾害性大风出现前VIL值的演变、发展情况进行了统计分析。结果表明:VIL值达到30kg/m2是地面灾害性大风出现的阈值,VIL值达到或超过40kg/m2则可以看作是大风的一个预警指标;VIL值达到最大后的快速减小意味着将出现地面灾害性大风,VIL值快速减小后的突然跃增则是地面灾害性大风开始的标志。应用评分系统命中率、误警率、临界成功指数检验了上述预警指标,结果表明VIL产品预警地面灾害性大风是可用的,而且随时间调整阈值大小,可以大大提高地面灾害性大风预警的命中率和临界成功指数;地面灾害大风出现前预报员有12～18min的时间用于发布短时、临界大风天气预报和大风预警。  相似文献