T213数值预报产品在2003年宁夏首场透雨天气过程中的应用分析

2003年5月5～6日,宁夏出现了入春以来第一场透雨天气过程,本文利用常规天气资料和T213数值预报产品,对此次降水天气过程从主要影响系统和T213数值预报有关物理量预报场等方面进行分析发现,T213对我区降水有很好的预报能力和指示意义,并随着预报时效的缩短,其可信度在不断提高。     

影响广西的东风波特点

对1980年9月至2003年9月共24a来影响广西的14次东风波天气过程,从其降雨强度、形成特征等作出了统计分析,并从中找出东风波影响广西的预报参考点。     

上海短历时强降水的雷达和闪电活动特征

用雷达反射率及其导出产品(分层垂直液态水含量(VIL)、分层平均反射率等)与闪电和大气温度层结资料,通过对降水系统时间演变、反射率垂直结构和闪电活动的分析,将上海2010年6—11月的短时强降水(1 h雨量≥20 mm)分为层状暖云型、对流暖云主导型和对流冷云主导型。(1) 与雨强密切相关的关键因子是:低层(0 ℃层以下、高度在0～1 km、0～2 km、0～3 km和0～4 km)的VIL、低层(高度在1～2 km、2～3 km和3～4 km)的平均反射率和整层最大反射率;(2) 不同类型强降水中,高层(高度在0 ℃、-10 ℃和-20 ℃层以上)的VIL、整层VIL、高层(高度在5～6 km、6～7 km和7～8 km)的平均反射率、总地闪和负地闪频次这5个因子对雨强的作用各有不同;(3) 对应不同降水类型的平均反射率垂直廓线具有不同的垂直结构和发展演变特征;(4) 在三类强降水中,对流冷云主导型的雨强与总地闪和正地闪的相关性最好。      

风廓线雷达资料在一次强降水天气过程中的分析应用

针对风廓线雷达资料分辨率高但目前业务应用不广泛的问题,通过对2006年6月29日一次因飑线天气引发的强降水的观测,分析水平风场、垂直气流和大气虚温的变化,以及高低空急流出现的时机并结合地面观测实况,探讨风廓线雷达资料在此类天气过程中的应用.结果表明,水平风场可以清晰地显示高空急流和低空急流出现的时刻和高度,高空急流区和低空急流区不断发展并相互靠近可以预示阵风锋的到来;垂直速度正值突然增大(气流向上为正,向下为负)并迅速变成负值是判断阵风锋过境的一个依据,同时也预示降水即将开始;另外,高空温度递减率的突然加大对降雨的出现也有一定的预示作用.     

Effects of soil compaction,rain exposure and their interaction on soil carbon dioxide emission

Soils release more carbon, primarily as carbon dioxide (CO₂), per annum than current global anthropogenic emissions. Soils emit CO₂ through mineralization and decomposition of organic matter and respiration of roots and soil organisms. Given this, the evaluation of the effects of abiotic factors on microbial activity is of major importance when considering the mitigation of greenhouse gases emissions. Previous studies demonstrate that soil CO₂ emission is significantly affected by temperature and soil water content. A limited number of studies have illustrated the importance of bulk density and soil surface characteristics as a result of exposure to rain on CO₂ emission, however, none examine their relative importance. Therefore, this study investigated the effects of soil compaction and exposure of the soil surface to rainfall and their interaction on CO₂ release. We conducted a factorial laboratory experiment with three soil types after sieving (clay, silt and sand soil), three different bulk densities (1·1 g cm^–3, 1·3 g cm^–3, 1·5 g cm^–3) and three different exposures to rainfall (no rain, 30 minutes and 90 minutes of rainfall). The results demonstrated CO₂ release varied significantly with bulk density, exposure to rain and time. The relationship between rain exposure and CO₂ is positive: CO₂ emission was 53% and 42% greater for the 90 minutes and 30 minutes rainfall exposure, respectively, compared to those not exposed to rain. Bulk density exhibited a negative relationship with CO₂ emission: soil compacted to a bulk density of 1·1 g cm^–3 emitted 32% more CO₂ than soil compacted to 1·5 g cm^–3. Furthermore we found that the magnitude of CO₂ effluxes depended on the interaction of these two abiotic factors. Given these results, understanding the influence of soil compaction and raindrop impact on CO₂ emission could lead to modified soil management practices which promote carbon sequestration. Copyright © 2012 John Wiley & Sons, Ltd.     

Optimal design of rain gauge network in the Middle Yarra River catchment,Australia

Rainfall data are a fundamental input for effective planning, designing and operating of water resources projects. A well‐designed rain gauge network is capable of providing accurate estimates of necessary areal average and/or point rainfall estimates at any desired ungauged location in a catchment. Increasing network density with additional rain gauge stations has been the main underlying criterion in the past to reduce error and uncertainty in rainfall estimates. However, installing and operation of additional stations in a network involves large cost and manpower. Hence, the objective of this study is to design an optimal rain gauge network in the Middle Yarra River catchment in Victoria, Australia. The optimal positioning of additional stations as well as optimally relocating of existing redundant stations using the kriging‐based geostatistical approach was undertaken in this study. Reduction of kriging error was considered as an indicator for optimal spatial positioning of the stations. Daily rainfall records of 1997 (an El Niño year) and 2010 (a La Niña year) were used for the analysis. Ordinary kriging was applied for rainfall data interpolation to estimate the kriging error for the network. The results indicate that significant reduction in the kriging error can be achieved by the optimal spatial positioning of the additional as well as redundant stations. Thus, the obtained optimal rain gauge network is expected to be appropriate for providing high quality rainfall estimates over the catchment. The concept proposed in this study for optimal rain gauge network design through combined use of additional and redundant stations together is equally applicable to any other catchment. © 2014 The Authors. Hydrological Processes published by John Wiley & Sons Ltd.     

1951—2009年丹东地区暴雨变化

利用丹东地区1951—2009年4个测站逐日降水资料,对丹东地区暴雨变化进行了分析。结果表明：丹东地区年暴雨日数和暴雨量呈减少趋势,汛期洪涝贡献率趋势变化不明显;2001—2009年6月份暴雨日数明显增多,7月份暴雨日数偏少,暴雨初期和终期提前。     

辽宁农村代表区域降水离子组成及与气态污染物相关性

对辽宁农村代表区域站点辽中县马龙村观测站2007年2月至2008年1月酸雨、气态污染物浓度观测资料进行了分析。结果表明：辽中观测站降水的化学组成阴离子主要为SO₄^2-和NO₃^-,阳离子主要是NH^₄+和Ca₂⁺, SO^₄2-/ NO₃^-比值为2.9, Na⁺/Cl^-比值较大,大于1。各种离子浓度冬春季高,夏秋季较低,表明研究区域降水酸化与污染关系不显著。实测的9种主要阴离子、阳离子总浓度比（∑阴离子/∑阳离子）与降水pH值相关性不高,表明目前酸雨研究观测的主要9种阴阳离子不能完全包括降水中的离子组成。降水酸性与近地面污染气体浓度相关各异,pH与NO_x、CO、NO₂和O₃浓度有比较明显的负相关,与SO₂浓度负相关不明显;降水pH值与颗粒物等碱性污染物浓度正相关明显。降水中主要致酸离子SO₄^2-和NO₃^-的浓度与相应酸性气体污染物SO2和NOx近地面浓度的相关不明显。     

京九铁路江淮段降水型路基坍塌的地质、降水条件分析

京九铁路是新开辟的连接北京和香港九龙的南北大动脉,1996年9月正式通车。其中江淮段指淮河与长江之间的 306.1 km区段,自河南淮滨站至湖北蕲春站。由于沿线地形复杂,降水强度大,路基坍塌成为安全运行的主要危害。据统计,1997－2007年间,发生各种坍塌灾害455次,毁坏路段总长约53 000 m。运用京九铁路江淮段地质资料、1997－2007年 11 a间所发生的路基坍塌资料和铁路沿线10个气象站雨量实况资料,对京九铁路江淮段地质地岩状况进行了分类,分级处理了不同地质条件下路基坍塌的发生频次和强度,详细分析了路基坍塌发生前24～72 h雨量,得到诱发京九铁路江淮段路基坍塌灾害的地质条件和降水阀值,并对各种不同地质条件下发生路基坍塌的降水阀值及其超过阀值后灾害次数上升情况进行评述,绘制出京九铁路江淮段路基坍塌易发程度等级分区图,提出了相应的处治方法和系统图。可见不利地质条件与强降水共同作用是导致某些路段路基集中坍塌的根本原因。     

绵阳“9．22～27”持续暴雨过程特征及成因分析

利用常规实测资料、NCEP刷CAR再分析资料、T213分析资料,对绵阳地区2008年9月22—27日出现的持续性暴雨过程进行环流形势及物理量场分析,结果表明：此次降水过程可分为两个明显的降水时段,其区域不同、强度不一;副高、冷空气、两条水汽通道以及台风是此次过程的主要影响系统;第一降水时段的各物理量水平皆大于第二时段,不稳定能量、水汽和气流的辐合、辐散区分布及上升下沉气流的位置和强度对暴雨的强度和落区预报有较好的指示意义。