2009 年我国汛期降水形势总结与三个常用模式预报效果检验

利用实况24小时降水、形势场资料及T213、T639、Japan模式降水、形势场的预报资料,对2009年汛期(5-9月,下同)中国降水时空分布进行分析,并对T213、T639、Japan三个常用模式对2009年汛期的天气形势、降水及其影响系统的预报做主客观检验,以期得出2009年汛期降水分布特点及三个模式的降水预报效果对比.结果表明:(1) 2009年汛期华南地区降水量为全国之最,长江中下游和西南东部地区其次,东北和华北地区再次.(2)从TS评分看,Japan模式的小雨～大雨量级评分较高,T639模式暴雨～大暴雨量级评分较高；T213模式对华北地区暴雨、大暴雨量级降水预报评分高于Japan和T639模式.(3)从降水预报偏差看,T213模式对华北预报明显偏强,T639模式对华北预报强度较为适中,两模式对其他区域中等以下强度降水预报偏强,对强降水预报偏弱；T639对中等以下强度降水预报偏强程度明显小于T213,而对强降水除华南和东北区域外,预报偏弱程度明显大于T213；Japan模式预报偏差随降水量级增大而减小,对大雨以上各量级预报均明显偏弱,且偏弱程度明显大于T213、 T639.(4)由代表性形势场预报检验结果可知,除T213对500hPa高度场、850hPa温度场预报效果好于其他两模式外,各模式预报效果相差不大.(5)三个模式对500 hPa副高总体预报偏东、偏北、偏强,但Japan预报效果明显好于T213、T639.(6) T639模式对台风和低涡的预报相对较好,T213较差.     

重庆风暴尺度集合预报系统降水预报性能分析

基于在重庆市气象局业务运行的对流可分辨尺度（3 km）集合预报系统,在已有初值扰动、模式物理过程扰动和侧边界扰动的基础上,对不同集合成员采用不同地形插值方案和地形平滑方案实现对模式静态地形高度的扰动,体现数值模式中地形转换过程的不确定性,开展集合预报批量平行试验。结果表明：（1）实现对模式静态地形高度的扰动后,各集合成员地形高度的离散度与实际地形的起伏程度对应关系较好,两者空间分布特征非常相似,地形较平坦的平原地区离散度较小,而地形较复杂的高原地区或山区离散度较大;（2）加入模式地形扰动方案后,集合扰动能量总体上有所增大,且低层比中、高层更明显,能量增幅在较短预报时效（12 h）内最显著,随着预报时效延长呈逐渐减小趋势,且能量增幅大值中心主要出现在地形较复杂、集合成员地形高度离散度较大地区;（3）模式地形扰动方案一定程度上能提高降水概率预报技巧及改进集合平均降水预报,在对高空要素和2 m温度、10 m风场等近地面要素的集合平均均方根误差和集合离散度无负面影响的前提下,能一定程度上优化集合分布。

     

南京市SO2污染浓度时空分布特征及统计预报方法的研究

本文根据南京市六个空气污染浓度监测站的2001年6月至2005年7月的SO2污染浓度监测资料分析南京市SO2污染浓度的时空分布变化特征,结果为6个站浓度值有明显的季节变化特征,且在冬季容易出现南北相反的分布特征。针对目前常用的回归预报方法在选取气象要素时没有考虑其互相之间的相关性的缺点,本文提出了一种建立在EOF展开基础上的首先使预报因子正交化,再与逐步回归方程结合并且资料逐日更新的变系数的新型统计预报模型,经过实际预报检验,预报准确率比较高,有很好的应用效果。     

洛阳分县温度周滚动预报系统

利用洛阳9县(市)2002年11月~2004年9月逐日最高、最低气温资料,应用欧洲中心数值预报产品,建立了洛阳9个县(市)的温度周滚动预报方程。2004~2005年试报结果表明:24~48 h预报准确率在70%左右,绝对误差在2℃以内;24~144 h预报准确率在62%~70%之间,绝对误差在2℃左右;最低气温预报效果要好于最高气温,最低气温的绝对误差与准确率分别为1.98℃和67%,最高气温的绝对误差与准确率分别为2.28℃和61%。     

Modeled Sverdrup flow in the North Atlantic from 11 different wind stress climatologies

In studies of large-scale ocean dynamics, often quoted values of Sverdrup transport are computed using the Hellerman–Rosenstein wind stress climatology. The Sverdrup solution varies, however, depending on the wind set used. We examine the differences in the large-scale upper ocean response to different surface momentum forcing fields for the North Atlantic Ocean by comparing the different Sverdrup interior/Munk western boundary layer solutions produced by a 1/16° linear numerical ocean model forced by 11 different wind stress climatologies. Significant differences in the results underscore the importance of careful selection of a wind set for Sverdrup transport calculation and for driving nonlinear models. This high-resolution modeling approach to solving the linear wind-driven ocean circulation problem is a convenient way to discern details of the Sverdrup flow and Munk western boundary layers in areas of complicated geometry such as the Caribbean and Bahamas. In addition, the linear solutions from a large number of wind sets provide a well-understood baseline oceanic response to wind stress forcing and thus, (1) insight into the dynamics of observed circulation features, by themselves and in conjunction with nonlinear models, and (2) insight into nonlinear model sensitivity to the choice of wind-forcing product.The wind stress products are evaluated and insight into the linear dynamics of specific ocean features is obtained by examining wind stress curl patterns in relation to the corresponding high-resolution linear solutions in conjunction with observational knowledge of the ocean circulation. In the Sverdrup/Munk solutions, the Gulf Stream pathway consists of two branches. One separates from the coast at the observed separation point, but penetrates due east in an unrealistic manner. The other, which overshoots the separation point at Cape Hatteras and continues to flow northward along the continental boundary, is required to balance the Sverdrup interior transport. A similar depiction of the Gulf Stream is commonly seen in the mean flow of nonlinear, eddy-resolving basin-scale models of the North Atlantic Ocean. An O(1) change from linear dynamics is required for realistic simulation of the Gulf Stream pathway. Nine of the eleven Sverdrup solutions have a C-shaped subtropical gyre, similar to what is seen in dynamic height contours derived from observations. Three mechanisms are identified that can contribute to this pattern in the Sverdrup transport contours. Along 27°N, several wind sets drive realistic total western boundary current transport (within 10% of observed) when a 14 Sv global thermohaline contribution is added (COADS, ECMWF 10 m re-analysis and operational, Hellerman–Rosenstein and National Centers for Environmental Prediction (NCEP) surface stress re-analysis), a few drive transport that is substantially too high (ECMWF 1000 mb re-analysis and operational and Isemer–Hasse) and Fleet Numerical Meteorology and Oceanography Center (FNMOC) surface stresses give linear transport that is slightly weaker than observed. However, higher order dynamics are required to explain the partitioning of this transport between the Florida Straits and just east of the Bahamas (minimal in the linear solutions vs. 5 Sv observed east of the Bahamas). Part of the Azores Current transport is explained by Sverdrup dynamics. So are the basic path of the North Atlantic Current (NAC) and the circulation features within the Intra-Americas Sea (IAS), when a linear rendition of the northward upper ocean return flow of the global thermohaline circulation is added in the form of a Munk western boundary layer.     

大管岛多能互补独立发电系统的发电量设计

结合大管岛居民用电需求,论述了当采用波浪能、太阳能、风能多能互补的独立发电系统时的发电量设计,并根据电力需求与波浪能、太阳能、风能能源资源的季节性变化进行了多能互补的供电效果分析.     

小型水电站建设用地地质灾害评估技术研究——以湄尼多河小型水电站为例

现阶段,地质灾害评估技术人员在评估实践中,往往不注重各评估对象的差异性,采取同一评估模式,结果达不到评估的目的。在对小型水电站进行评估时,野外调查的重点,评估过程中所使用的方法以及危险性现状、预测及综合分区评估等与大型水电站、路线工程、矿山开采、民用建筑等工程有所不同。湄尼多河小型水电站工程位于云南省怒江州福贡县马吉乡境内,地质环境条件复杂,评估级别综合为二级。文章以该电站建设用地地质灾害危险性评估为例,对小型水电站建设用地地质灾害危险性评估的方法与理论进行探讨。     

遗传规划在岩石力学中的应用

本文探讨了遗传规划这一新的优化方法在岩石力学参数确定中的应用。由于影响岩石力学性能的各因素之间关系不明确,而遗传规划特别适用于各影响因素之间因果关系不明确的复杂非线性问题。它为预测岩石力学性能提供了一条新的技术途径。通过例子,说明该方法的实用性。     

A radar-based verification of precipitation forecast for local convective storms

Local flash flood storms with a rapid hydrological response are a real challenge for quantitative precipitation forecasting (QPF). It is relevant to assess space domains, to which the QPF approaches are applicable. In this paper an attempt is made to evaluate the forecasting capability of a high-resolution numerical weather prediction (NWP) model by means of area-related QPF verification. The results presented concern two local convective events, which occurred in the Czech Republic (CR) on 13 and 15 July 2002 and caused local flash floods. We used the LM COSMO model (Lokall Model of the COSMO consortium) adapted to the horizontal resolution of 2.8 km over a model domain covering the CR. The 18 h forecast of convective precipitation was verified by using radar rainfall totals adjusted to the measured rain gauge data. The grid point-related root mean square error (RMSE) value was calculated over a square around the grid point under the assumption that rainfall values were randomly distributed within the square. The forecast accuracy was characterized by the mean RMSE over the whole verification domain. We attempt to show a dependence of both the RMSE field and the mean RMSE on the square size. The importance of a suitable merger between the radar and rain gauge datasets is demonstrated by a comparison between the verification results obtained with and without the gauge adjustment. The application of verification procedure demonstrates uncertainties in the precipitation forecasts. The model was integrated with initial conditions shifted by 0.5° distances. The four verifications, corresponding to the shifts in the four directions, show differences in the resulting QPF, which depend on the size of verification area and on the direction of the shift.