不同倒角半径下方柱绕流的数值模拟及水动力特性研究

为了研究不同倒角半径对方柱绕流特性的影响,采用有限体积法,模拟了雷诺数Re为22 500、倒角半径为0.1D(D为方柱边长的长度)、0.2D和0.3D时方柱的绕流过程。方柱近壁面采用增强壁面函数,模型采用SST k–?湍流模型。根据模拟结果给出了不同倒角半径下方柱的流场涡量图以及阻力系数Cd和升力系数Cl;利用快速傅里叶变换法得到斯托罗哈数St。结果表明,倒角半径的增加改变了方柱的分离点,使得尾流区长度增加,旋涡尺度减小;Cd和Cl的振动幅值呈现先减小后增大的趋势,倒角半径为0.1D和0.2D时方柱受力较小,不存在倒角时方柱受力较大,倒角半径为0.3D时方柱受力最大;随着倒角半径的增加,柱体截面形式越接近圆形,斯托罗哈数逐渐增大,漩涡脱落频率更快。     

利用三维高斯射线束成像进行地震定位

常规的地震定位方法通常需要拾取地震记录的初至,当初至不明显或被较高水平的噪声淹没时精度较低.本文采用基于三维高斯射线束的偏移成像方法对震源进行定位,较好地解决了该问题.通过三维高斯射线束对台站记录进行偏移归位,并将各台站成像结果的交点作为地震能量释放的中心位置;当各台站成像结果不能交于一点时,采用三维空间高斯滤波方法可实现震源位置的自动获取.提出的变网格计算方案极大地减少了计算量,显著地提高了成像精度和计算效率.利用首都圈地震台网数据,对涿鹿、滦县以及房山三个地震事件进行试算,结果表明:基于变网格三维高斯束偏移成像的地震定位方法自动化程度很高,而且具有较好的抗噪能力,特别适合处理低信噪比资料的地震定位问题.     

软土地基上影响预应力钢筒混凝土管相对转角关键因素研究

预应力钢筒混凝土输水管线(PCCP)已广泛应用于地下输水工程,特别是南水北调工程。管道接口属于半刚性结构,相邻管道可产生一定的自由转角,在自由转角范围内两管之间不会产生内力。当相对转角大于自由转角时,两管会产生相互作用力,作用力过大会导致PCCP管的破坏,如何有效地控制不均匀软土地基上相邻管道转角成为研究管道安全的关键问题之一。首先分析了导致PCCP管线产生相对转角的机制,结合现场试验和数值分析对控制PCCP管线相对转角的关键因素进行研究。研究表明,相对转角的敏感因素为管道底部碎石垫层厚度、腰部以下砂垫层（砂包角）厚度和压实度,随着碎石垫层厚度增大、砂垫层（砂包角）厚度和压实度增加,管线相对转角降低,通过控制这3个因素可有效控制PCCP管的相对转角。研究成果可为软土地基上PCCP输水工程设计提供依据和指导。     

The effect of microporosity on transport properties in porous media

Sizeable amounts of connected microporosity with various origins can have a profound effect on important petrophysical properties of a porous medium such as (absolute/relative) permeability and capillary pressure relationships. We construct pore-throat networks that incorporate both intergranular porosity and microporosity. The latter originates from two separate mechanisms: partial dissolution of grains and pore fillings (e.g. clay). We then use the reconstructed network models to estimate the medium flow properties. In this work, we develop unique network construction algorithms and simulate capillary pressure–saturation and relative permeability–saturation curves for cases with inhomogeneous distributions of pores and micropores. Furthermore, we provide a modeling framework for variable amounts of cement and connectivity of the intergranular porosity and quantifying the conditions under which microporosity dominates transport properties. In the extreme case of a disconnected inter-granular network due to cementation a range of saturations within which neither fluid phase is capable of flowing emerges. To our knowledge, this is the first flexible pore scale model, from first principles, to successfully approach this behavior observed in tight reservoirs.     

Study on changes in bed characteristics and friction factor in the presence of wash load in suspension

Results of an experimental study on the effects of different concentrations of wash load on the size of bed features and resistance to flow in a laboratory flume are presented. The experiments were carried out under different hydraulic conditions in a 30 m long, 0.204 m wide and 0.5 m deep tilting flume under clear water condition and in the presence of different concentration of wash load in the flow. The bed material used consisted of uniform sediment of size 0.96 mm. Analysis of the data indicates that the characteristics of the bed features change and friction factor increases in the presence of different concentration of wash load in the flow. The reasons for changes in the characteristics of the bed features and increase in friction factor in the presence of wash load are identified and a relationship for predicting friction factor in the presence of wash load has been established.     

Research on Migration Features of Ammonia-Nitrogen in Shallow Groundwater of Coastal Area of Tangshan Fengnan

The ammonia-nitrogen in shallow groundwater of coastal area of Tangshan Fengnan exceeds the content limit at varying degrees. To analyze the the migration features of ammonia-nitrogen in the groundwater, a two-dimensional groundwater flow and quality model has been established on the basis of investigation and analysis of hydeogeological conditions in this region. Ammonia-nitrogen in the first aquifer groundwater migrates slowly and is difficult to diffuse during the migration process for the low exploitation, the small hydraulic gradient, the relatively fine aquier rock particles and poor permeability of the aquifer     

2D NUMERICAL SIMULATION OF FLOOD AND FLUVIAL PROCESS IN THE MEANDERING AND ISLAND-BRAIDED MIDDLE YANGTZE RIVER

The characteristics of water flow and sediment transport in a typical meandering and island-braided reach of the middle Yangtze River is investigated using a two-dimensional （2D） mathematical model. The major problems studied in the paper include the carrying capacity for suspended load, the incipient velocity and transport formula of non-uniform sediment, the thickness of the mixed layer on the riverbed, and the partitioning of bed load and suspended load. The model parameters are calibrated using extensive field data. Water surface profiles, distribution of flow velocities, riverbed deformation are verified with site measurements. The model is applied to a meandering and island-braided section of the Wakouzi-Majiazui reach in the middle Yangtze River, which is about 200 km downstream from the Three Gorges Dam, to study the training scheme of the navigation channels. The model predicts the processes of sediment deposition and fiver bed erosion, changes of flow stage and navigation conditions for the first 20 years of impoundment of the Three Gorges Project.     

两种北极微型浮游植物的荧光差异性分析

为了利用荧光技术对北极浮游植物的生理生态信息进行系统研究, 本文以实验室培养条件下的两种北冰洋微型浮游植物——柔弱伪菱形藻(Pseudo-nitzschia delicatissima)和海链藻(Thalassiosira sp.)为研究对象, 先采用流式细胞术(Flow Cytometry, FCM)和全荧光光谱法对其活体中色素的静态荧光进行测量, 后利用脉冲调制方法(Pulsed Amplitude Modulation, PAM)对其叶绿素动态荧光信息进行测定, 对两种浮游植物的三类荧光信息进行综合比较分析, 结果表明: 柔弱伪菱形藻的丰度、基础荧光(F0)、光合系统Ⅱ(PSⅡ)光化学的有效量子产量(ΦPSⅡ)及光合电子传递效率(ETR)分别为22×105cell/mL、844、0.247和42.8, 皆高于海链藻的相应值(8×105cell/mL、464、0.185及33.0); 静态荧光和基础荧光分析表明柔弱伪菱形藻细胞内叶绿素a (chl a)含量较高; 海链藻细胞内则具有较高含量的类胡萝卜素, 其对光保护机制依赖性较强。本文初步展示了三类荧光分析法在极地微型浮游植物生理生态研究方面的联合应用。     

Hydromechanical behavior of radially multilayered cylinders under time-varying loads

ABSTRACT

Geotechnical strata are often treated as horizontally homogeneous for hydromechanical analysis due to the vertical deposition of geological layers; however, such a treatment becomes no longer valid when vertical drilling or construction causes the localized disturbance of subsurface, which would result in radial heterogeneity of geomaterials. This paper presents a poroelastic solution for the saturated multilayered cylinder where multilayer is used to represent radial heterogeneity. After the application of Laplace transform, the governing equations in cylindrical coordinates are derived to obtain the stiffness matrix between stresses, displacements, and pore water pressure. The global matrix is assembled by the boundary conditions and the compatibility of interfaces between adjacent layers. Under time-dependent horizontal compression loads, a parametric study is performed for a cylinder comprised of two layers with distinct properties, and the results show that the load frequency and radial heterogeneity play a significant role in hydromechanical behavior of geomaterials: (1) the time-varying loading can induce a negative pore pressure, and the influence of cyclic loading with a high frequency is limited near the outer surface; (2) the radial heterogeneity due to permeability and compressibility affects the development of pore pressure.     

不同海域SSTA对东半球越赤道气流年代际变化影响的数值模拟研究

采用1950—2000年逐月观测的不同海域（全球、热带外、热带、热带印度洋-太平洋及热带太平洋）海表温度,分别驱动NCAR CAM3全球大气环流模式,进行了多组长时间积分试验,对比ERA-40再分析资料,讨论了这些海域海表温度异常（SSTA）对东半球越赤道气流年代际变化的影响。数值试验结果表明,全球、热带、热带印度洋-太平洋及热带太平洋海表温度变化分别驱动NCAR CAM3全球大气环流模式,均能模拟出索马里、120 ?E和150 ?E越赤道气流在1970年代中后期由弱变强的年代际变化特征,其中模拟的索马里越赤道气流年代际变化特征及其与东亚夏季风年代际变化关系均与观测结果较一致,而热带外海表温度驱动全球大气环流模式未能模拟出此年代际变化现象,表明全球、热带、热带印度洋-太平洋及热带太平洋海表温度变化均对索马里越赤道气流在1970年代中后期的年代际变化具有重要作用,热带太平洋是关键海区;索马里越赤道气流的年代际变化与热带太平洋海温年代际背景变化密切相关,当热带太平洋处于暖（冷）背景年代,热带东太平洋海温异常从北到南呈“＋、－、＋”（“－、＋、－”）“三明治”式距平分布,有利于赤道东太平洋南北两侧产生一对距平反气旋（气旋）,然后可能通过“大气桥”的作用,与热带印度洋赤道南北两侧的一对距平气旋（反气旋）联系起来,从而引起索马里越赤道气流强度的增强（减弱）。