应用BIOME-BGC模型研究典型生态系统的潜热通量——半干旱地区吉林通榆的模拟

年降雨量和年蒸发量在某种程度上反映了区域内水资源的丰富程度。随着社会和经济的发展,我国东北西部半干旱区的水资源供需矛盾日益突出。作者应用BIOME-BGC模型模拟了国际协调强化观测计划(CEOP)亚洲季风比较研究(CAMP)的一个地面观测基准站半干旱地区吉林通榆2002年10月~2003年9月草地和农田生态系统的潜热通量,并将模拟结果与通榆“干旱化和有序人类活动”长期观测站涡度相关法测定的观测值进行了比较,结果表明两者基本一致。此外,CEOP的观测数据对模型的验证和改进具有重要意义,半干旱区水资源的合理利用须引起当地政府和群众的重视。     

数值预报产品在2002年汛期暴雨预报中的应用

为了解数值预报产品在暴雨预报中的作用，总结了欧洲中心、华盛顿、日本及中央气象台天气在线网站德国数值预报模式的高空、地面形势预报产品和降水预报产品在湖南省2002年几次典型暴雨预报中的应用情况。结果表明：数值预报产品在2002年湖南省中短期暴雨预报中发挥了重要作用。     

新疆霾天气监测的优化对策研究

针对新疆气象局普查全疆105个国家级气象站1951—2008年人工观测的霾天气历史记录时,发现新疆霾天气人工观测历史资料的统计数据出现明显不符合实际情况的异常现象,为探究出现这些异常现象的根本原因,研究人员分别采用历史资料统计法、问卷调查法、归纳分析法等多种方法,面向全疆观测员、预报员、业务管理人员等收集其对霾天气监测现状的看法和建议,进而归纳和总结出新疆霾天气监测业务中存在的主要问题,并针对存在的问题提出新疆霾天气监测的优化对策与措施,这些优化对策与措施已经应用于新疆气象观测站的日常霾天气业务中,且取得了一定的成效。     

全吉地区新元古代滨岸冰川沉积特征及地质意义

柴达木盆地北缘全吉地区枯柏木组发现新元古代冰海沉积物,该地层保留了冰筏卸载及滨岸波浪共同作用的痕迹。通过对全吉山、欧龙布鲁克山及大煤沟三个剖面冰海相冰成岩沉积特征的系统描述与分析,建立了滨岸冰川沉积模式。冰成岩顶部发现铁质砂岩层,证实本区新元古代发生过铁质富集事件。结合前人年代学证据及冰成岩与BIF铁矿的伴生关系判断该冰成岩为第一期全球性冰川事件——Sturtian冰期的产物,首次确定该区存在前震旦纪冰川事件。通过冰川事件的对比认为该区麻黄沟组及枯柏木组应划归为青白口系,确定该区存在青白口纪稳定沉积层。     

旋转风螺旋度及其在暴雨演变过程中的作用

利用中尺度有限区域模式ＭＭ４对１９９１年７月５－６日的江淮梅雨锋暴雨过程进行了数值模拟,在模拟结果可靠的基础上,用模式输出的细多格动力协调资料,根据螺旋度理论分析了这次过程中的暴雨演变以及对流层低层的中尺度低涡及地面气旋发生发展的原因。结果表明,正在旋转风螺旋度大值中心及其演变较好地应和反映了暴雨中心及造成暴雨的中尺度涡旋的发生益及演变,较大的螺旋度值是暴雨及低层中尺度低涡和地面气旋系统发生发展的     

对无线通信塔引发雷电灾害的思考

通过对无线通信塔雷电灾害的分析,采取有利措施,减少无线通信塔引发雷电灾害对周围环境造成危害。     

分位数映射法在RegCM4中国气温模拟订正中的应用

将一种分位数映射法RQUANT,应用到一个区域气候模式（RegCM4）所模拟中国气温的误差订正中。从气候平均态、年际变率、极端气候及农业气候等多方面,评估了该方法对日平均气温、日最高气温和日最低气温模拟的订正效果。结果表明,该订正方法对模式模拟的日平均、日最高和最低气温气候平均态的订正效果都非常明显,中国大部分地区的订正结果与观测的偏差在±0.5℃之间。在降低极端气温指数和农业气候相关指数的模拟误差方面也有显著的效果,但对气温年际变率的订正效果有限。结合以往对降水订正的评估分析,该方法对模式模拟结果有较好的订正效果,可以应用于区域气候模式的气候变化模拟预估中,为气候变化及相关影响评估研究提供更适用和可靠的数据。     

Climatology of extratropical cyclones over the South American–southern oceans sector

A climatology of extratropical cyclones is presented. Extratropical cyclones, their main characteristics and their predominant tracks, as well as their interannual variability, affect weather in South America. For that purpose, a storm track database has been compiled by applying a cyclone tracking scheme to six-hourly sea level pressure fields, available from the National Center for Environmental Prediction–National Center for Atmospheric Research reanalyses II for the 1979–2003 period. The spatial distribution of the cyclogenesis frequency shows two main centers: one around Northern Argentina, Uruguay, and Southern Brazil in all seasons and the other near to the North Antarctic Peninsula. The lifetime of extratropical cyclones in the South American sector exhibits small seasonality, being typically of the order of 3.0 days during most of the year and slightly higher (3.5 days) in austral summer. The distance travelled by the cyclones formed in the South American sector tends to be smaller than the total paths found in other areas of the Southern Hemisphere. A k-mean clustering technique is used to summarize the analysis of the 25-year climatology of cyclone tracks. Three clusters were found: one storm-track cluster in Northeast Argentina; a second one west of the Andes Cordillera; and a third cluster located to the north of the Antarctic Peninsula (around the Weddell Sea). The influence of the Antarctic Oscillation (AAO) in the variability of extratropical cyclones is explored, and some signals of the impacts of the variability of the AAO can be observed in the position of the extratropical cyclones around 40°S, while the impacts on the intensity is detected around 55°S.     

A copula-based multivariate analysis of Canadian RCM projected changes to flood characteristics for northeastern Canada

In the present work, climate change impacts on three spring (March–June) flood characteristics, i.e. peak, volume and duration, for 21 northeast Canadian basins are evaluated, based on Canadian regional climate model (CRCM) simulations. Conventional univariate frequency analysis for each flood characteristic and copula based bivariate frequency analysis for mutually correlated pairs of flood characteristics (i.e. peak–volume, peak–duration and volume–duration) are carried out. While univariate analysis is focused on return levels of selected return periods (5-, 20- and 50-year), the bivariate analysis is focused on the joint occurrence probabilities P1 and P2 of the three pairs of flood characteristics, where P1 is the probability of any one characteristic in a pair exceeding its threshold and P2 is the probability of both characteristics in a pair exceeding their respective thresholds at the same time. The performance of CRCM is assessed by comparing ERA40 (the European Centre for Medium-Range Weather Forecasts 40-year reanalysis) driven CRCM simulated flood statistics and univariate and bivariate frequency analysis results for the current 1970–1999 period with those observed at selected 16 gauging stations for the same time period. The Generalized Extreme Value distribution is selected as the marginal distribution for flood characteristics and the Clayton copula for developing bivariate distribution functions. The CRCM performs well in simulating mean, standard deviation, and 5-, 20- and 50-year return levels of flood characteristics. The joint occurrence probabilities are also simulated well by the CRCM. A five-member ensemble of the CRCM simulated streamflow for the current (1970–1999) and future (2041–2070) periods, driven by five different members of a Canadian Global Climate Model ensemble, are used in the assessment of projected changes, where future simulations correspond to A2 scenario. The results of projected changes, in general, indicate increases in the marginal values, i.e. return levels of flood characteristics, and the joint occurrence probabilities P1 and P2. It is found that the future marginal values of flood characteristics and P1 and P2 values corresponding to longer return periods will be affected more by anthropogenic climate change than those corresponding to shorter return periods but the former ones are subjected to higher uncertainties.     

三峡工程蓄水后长江中游城陵矶—汉口河段过流能力变化及影响因素分析

受上游水库运行的影响,自2003年后长江中游河段河床调整,引起河道自身过流能力的变化.本文选取长江中游城陵矶—汉口河段作为研究对象,根据实测资料计算了 2003-2016年两个水文断面的水位—流量关系及特征流量变化,并采用一维水动力学模型计算了河段尺度的平滩流量.结果表明:(1)螺山站及汉口站2003-2016年的水位...