2003年淮河流域致洪暴雨过程的环流背景及其前兆信号

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．     

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

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.     

基于含气泡液体声波方程的海底冷泉数值模拟

海底冷泉羽状流与海底天然气水合物的分布密切相关,对水合物稳定带的边界具有指示作用,是未来能源勘探的重要领域.研究海底冷泉羽状流的地震响应特征,对确定天然气水合物的储集区域及成藏环境等均有重要意义.当前获得海底冷泉羽状流的地震响应主要通过数值模拟进行,然而该过程所依据的含气泡介质声速模型及随机介质理论不能完整描述海底冷泉的物理性质,采用的声波方程也不适用于高频地震波数值模拟.为了准确地实现海底冷泉羽状流地震波数值模拟,精确分析其地震响应特征,本文提出利用Keller-Miksis气泡振动模型来描述气泡在声波作用下的运动状态,同时考虑气泡间的相互作用,建立海底冷泉气泡模型.在此基础上,本文创新性地采用含气泡液体声波方程进行海底冷泉高频地震波数值模拟.数值模拟结果表明,本文提出的方法能够实现海底冷泉羽状流地震响应的高精度数值模拟.     

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

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.     

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

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.     

台湾岛附近海洋对0908号台风“莫拉克”的响应特征

在模拟2009年登陆我国东部沿海的台风"莫拉克"的基础上,利用AVHRR/AMSR和SODA再分析数据和模拟结果,初步评估了GRAPES-ECOM海-气耦合模式(上海台风研究所基于GRAPES-TCM区域台风模式和ECOM海洋模式开发而成)模拟台风期间海洋响应的能力,并分析了台风期间台湾岛周围海域的海温、上升流、中尺度冷涡等的变化特点。分析结果表明,GRAPES-ECOM耦合模式较好地模拟了表层海温对台风的响应,与深水海洋响应比较,揭示了近海对台风响应的一些新特征:(1)在台湾以东海域,台风活动改变了黑潮海域海水的垂直运动,诱导黑潮南部沿岸上升流,而北部先于台风存在的上升流减弱,导致不同水深海温的最大降温位置都出现在路径左侧,与深海偏向路径右侧不同;(2)位于台湾岛东北面的彭佳屿冷涡因其形成与大陆架和黑潮有关,当台风在台湾以东洋面活动时,冷涡位于台风右前方,黑潮表层海水辐合流向大陆架,冷涡中心温度上升,强度减弱,当台风转折北上,冷涡位于台风东南侧,表层海水辐散,加强底层冷水上涌,从而增强了该冷涡的强度;(3)台风不仅加深了台湾海峡的混合层深度,还使得海水的垂直热力结构改变,并使整层海温趋于一致。     

平均大潮高潮面的计算方法与比较

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。     

滨海新区温带风暴潮灾害风险评估研究

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。     

基于高阶滑模控制器的水下潜器运动控制

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。     

Application of High Energy Dynamic Compaction in Coastal Reclamation Areas

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.