中南半岛对流对南海夏季风建立过程的影响   总被引：14，自引：1，他引：13  

温敏  何金海  肖子牛 《大气科学》2004,28(6):864-875

利用RegCM2模式进行数值试验,得到中南半岛对流对北半球副高带断裂、进而对孟加拉湾对流建立具有重要影响,而孟加拉湾对流建立后激发的Rossby波列又是南海夏季风建立的主要因子之一.进一步分析中南半岛对流、副高带断裂及南海夏季风建立的年际变化,得到中南半岛对流的强弱(活跃的早晚)与副高带在孟加拉湾北部断裂及南海夏季风爆发的早晚有密切关系.它们还与海温异常及纬圈环流的变化相联系:当赤道中东太平洋海温偏暖(冷)时,Walker环流偏弱(强),中南半岛对流偏弱(强),副高带断裂偏晚(早),南海夏季风建立偏迟(早).  相似文献   

基于概率加权估计的中国极端气温时空分布模拟试验   总被引：32，自引：0，他引：32  

丁裕国  刘吉峰  张耀存 《大气科学》2004,28(5):771-782

引入一种计算简便、有效性高,并可代替极大似然法的优良参数估计方法--概率加权法(PWM),利用Gumbel分布对中国极端气温时空变化特征作"当前"与"未来"气候的模拟试验.结果表明,这种方法具有较高的拟合优度.利用适应性较强的Weibull分布拟合中国逐日高(低)气温的原始分布,在此基础上,借助于蒙特卡洛随机模拟产生未来平均气候情景下的极端高(低)气温统计概率特征.模拟试验表明,在未来气候条件下,若平均气温升高1.0℃,中国各大区域极端高(低)气温的概率有一定的变动规律可寻.  相似文献   

2003年淮河流域致洪暴雨过程的环流背景及其前兆信号   总被引：7，自引：2，他引：5  

程华琼  陈菊英 《地球物理学进展》2004,19(2):465-473

分析研究了2003年夏季淮河流域致洪暴雨过程的时空分布特征及其前期和同期欧亚地区环流背景的逐日变化特征,重点分析了致洪暴雨过程发生前后乌山地区阻塞高压强度指数(UBHII)逐日变化特征及其对淮河流域致洪暴雨过程的影响．结果表明：2003年淮河流域持续性强暴雨过程均发生在鸟山阻塞高压强高峰后的减弱期,即在淮河流域发生持续性强暴雨过程之前乌山阻塞高压就发生了突变;同时发现西太平洋副热带高压加强并登陆后的,其北界的位置变化对淮河流域致洪暴雨过程的发生和持续也有十分重要的作用．因此,乌拉尔山阻塞高压异常加强后的突然减弱和西太平洋副热带高压的加强并西进登陆,是淮河流域地区发生持续性暴雨过程的两个重要前兆．  相似文献   

高压喷射注浆技术在白龟山水库顺河坝防渗墙围井试验中的应用     

石长青 《地质与勘探》2004,40(3):101-104

本次围井高喷试验,选用三重管摆喷法处理方案,施工采用两序施工方法.砼墙体连续均匀,孔与孔之间连接较好,其防渗、强度、厚度均能满足设计要求.  相似文献   

Oligocene–Miocene thrusting in central Aegean: insights from the Cycladic island of Amorgos     

V. Chatzaras  P. Xypolias  S. Kokkalas  I. Koukouvelas 《Geological Journal》2011,46(6):619-636

In the central Aegean, the Cycladic island of Amorgos consists of two high‐pressure (HP) units, the marble‐rich Amorgos unit, which is correlated to the Mesozoic ‘cover’ sequence of the Menderes Massif, and the Cycladic Blueschist unit. New structural data show that the deformation history of the Amorgos HP‐rocks was principally governed by early Oligocene (or late Eocene)–early Miocene ductile to brittle thrusting (D₁–D₃) followed by middle–late Miocene oblique contractional movements (D₄–D₅). The D₁ phase caused syn‐blueschist‐facies ductile thrusting of the Cycladic Blueschist unit over the Amorgos unit, with ambiguous kinematics. Progressive deformation under continuous NW–SE compression produced a sequence of imbricate NW‐directed thrusts (D_2/3) characterized by a stratification of fault‐related rocks, with mylonitic zones (D₂) giving way downwards to cataclastic zones (D₃). Ductile D₂ thrusting synchronous to greenschist‐facies retrogression, was accompanied by mega‐sheath folding during constrictional and general shear deformation. Brittle D₃ thrusting was associated with NW‐verging F₃ folds trending at a high‐angle to the transport direction. Orthogonal contraction gave way to transpression during which the compression orientation changed from NW–SE (D₄) to NE–SW (D₅). Back‐arc related NW–SE pure extension (D₆) seems to have been established in post‐late Miocene times and related high‐angle normal faulting affected HP‐rocks only after they had already reached the uppermost crustal levels. Oligocene–early Miocene deformation history is interpreted to indicate syn‐compressional exhumation of HP‐rocks possibly in an extrusion wedge. In this case, Amorgos HP‐rocks should have occupied the base of the extrusion wedge. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Genetic type,distribution patterns and controlling factors of beach and bars in the second member of the Shahejie formation in the Dawangbei Sag,Bohai Bay,China     

Deng Hongwen  Xiao Yi  Ma Lixiang  Jiang Zhenglong 《Geological Journal》2011,46(4):380-389

As an important reservoir type in the Bohai Bay Basin, China, lacustrine beach and bar sands which refer to the shallow water complex deposited mainly by nearshore, delta‐rim and buried hill‐related beaches as well as longshore bars were developed in a particular stage in the evolution of those faulted Cenozoic continental depressions. In the Chezhen Depression, for example, the Second Member of the Oligocene Shehejie Formation (abbr. as Es2 hereafter) formed during the rifting‐to‐thermal subsidence transitional stage. Although well developed in Es2, beach and bar sands are difficult to recognize owing to their relative thinness. The paper summarizes sedimentary characteristics of lacustrine beach and bar sands on cores and logs. Low‐angle cross‐stratification, swash stratification, as well as occasional small‐scale hummocky cross‐stratification resulted from storms can be observed in beach and bar sands. The paper distinguishes bars and beaches from each other in Es2 mainly based on the grain‐size, bed thickness, facies succession and log responses. In order to predict the distribution of beach and bars, a chrono‐stratigraphic correlation framework of Es2 in the study strata is established using a high‐resolution sequence stratigraphic approach. Es2 strata are sub‐divided into six medium‐scale cycles and the mapping of the high‐frequency cycles allows the geographic and stratigraphic distribution of both beach and bar sands to be predicted. The study shows that beach and bars are better developed in times of base‐level fall than in base‐level rise. Factors such as lake‐level fluctuation, sediment supply, palaeogeomorphology and palaeowind direction have exerted control on the formation and distribution of beach and bar sands. Finally, the genetic pattern of beach and bar sands in the Es2 unit has been constructed, which provides a foundation for the prediction of beach and bars reservoir in continental basins in general. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

平均大潮高潮面的计算方法与比较     

暴景阳  许军  关海波 《海洋测绘》2013,33(4):1-5

平均大潮高潮面在我国用作海洋测绘净空信息表示的参考面。论证了该特征潮面的定义,扩充了其含义范围,将回归潮高高潮位应用为平均大潮高潮位。分析描述了实测潮位和预报潮位统计计算方法,比较了统计方法与潮汐特征值算法的符合度,计算了平均大潮高潮位与理论最高潮位的比率。基本研究结论是:对规则半日潮和规则日潮海域,统计算法和特征值算法的结果较为一致,而混合潮海域,两种特征潮位之间存在明显差异,平均大潮高潮位计算的相关问题需深入系统论证。  相似文献   

滨海新区温带风暴潮灾害风险评估研究   总被引：9，自引：3，他引：6  

傅赐福  于福江  王培涛  刘秋兴  董剑希 《海洋学报》2013,35(1):55-62

建立了一套基于非结构三角网、适用于滨海新区的高分辨率风暴潮漫滩数值模式,在陆地区域分辨率达到50~80 m,对两次典型的温带风暴潮进行模拟得到满意结果。计算了塘沽站19 a平均天文高潮值并根据对历史天气过程的分析,选取制定了4个强度的天气系统,而后模拟得到不同强度下滨海新区的温带风暴潮最大淹没范围。综合考虑风暴潮淹没风险与承灾体脆弱性制作出滨海新区温带风暴潮灾害风险图。结果表明:大部分地区都存在风暴潮灾害风险,沿海地区风险大于内陆,其中天津新港、临港工业区、海河北岸地区、大港地区南部的灾害风险最大。  相似文献   

基于高阶滑模控制器的水下潜器运动控制     

邓春楠  葛彤  吴超 《海洋工程》2013,31(6):53-58

水下环境复杂多变,由于水流的不可预知性和多变性,潜器的水动力系数往往无法准确获取,使得依赖这种参数的潜器运动控制算法的应用受到了很大的局限。为了解决控制器对模型参数的依赖,设计了一种基于高阶滑模控制算法的模型无关控制器,并通过设置合理的过渡过程,解决了这种控制算法依赖初值的弊端。仿真结果表明,位置和姿态的控制能够快速的收敛,误差很小并且不依赖于初始条件,控制器需调节参数很少,并且算法简单,适用于工程的实际需要。  相似文献   

Application of High Energy Dynamic Compaction in Coastal Reclamation Areas     

Shi-Jin Feng  Wei-Hou Shui  Li-Ya Gao  Li-Jun He 《Marine Georesources & Geotechnology》2013,31(2):130-142

High energy dynamic compaction (HEDC) is adopted in a coastal reclamation area because the grain size of backfilled soil mostly ranges between 20 cm and 100 cm. The in situ tests for evaluating the effectiveness of HEDC were performed on the backfilled soil ground. The crater depth per drop and the whole test zone elevations before and after HEDC were measured and analyzed. Dynamic penetration tests and spectral analysis of surface wave (SASW) tests were used for investigating the improvement depth. Furthermore, the allowable bearing capacity of HEDC treated ground was determined based on the results of plate-load tests. It was found that HEDC did not cause the ground surface heave during construction, and was more effective than low energy dynamic compaction (LEDC) in terms of applied energy utilization. Based on the test results, the improvement depth of HEDC at this site was not less than 14 m, and there was no obvious weak layer within the range of improvement depth. The allowable bearing capacities were larger than 160 kPa. The investigation results indicate that the HEDC technique is an effective way for improving backfilled coarse-grained soil in coastal reclamation areas. This technique helps to achieve both greater improvement depths and higher ground bearing capacities as compared with LEDC.  相似文献