Drag force on a circular cylinder in unseparated laminar high Reynolds number nonlinear random oscillatory flow

The stochastic properties of the drag force maxima on a circular cylinder subjected to nonlinear random waves are investigated. Unseparated laminar high Reynolds number flow is considered. A simplified approach based on second order Stokes waves is presented, including the sum-frequency effect only. It is demonstrated how a drag force formula valid for regular linear waves can be used to find the cumulative distribution function of individual drag force maxima for nonlinear irregular waves. Here the [Wang, 1968] drag force coefficient is used.     

关于大陆构造的思考

大陆动力学与全球动力学是当代地学的重在前沿领域。本文在研究青藏高原与周缘盆地的同步演化规律和综合前人最新研究成果的基础上，分析了大陆构造的１０个基本问题，并进一步阐述了层流构造模式，其内容包括：（１）深部层流导致浅部隆陷；（２）层流隆陷构造系统的物质循环过程；（３）大陆层块结构与地温场，应力场的关系；（４）层流构造的阶段发展与复合叠加；（５）层流构造的深部过程及动力学源，特别强调指出应当区大分陆隆     

青藏高原南部晚新生代板内造山与动力成矿

青藏高原晚新生代构造隆升是板块碰撞成因还是板内造山过程 ,关系到高原形成机制、演化过程以及岩石圈动力学与大陆动力学的关系等一系列重大科学问题。近年来在冈底斯发现多个以斑岩铜矿为主的大型和超大型矿床 ,其成矿时代为 2 0～ 12Ma ,与青藏高原构造隆升时代一致 ,也与笔者10年前以大陆动力学和成矿动力学为理论指导的预测结果吻合。青藏高原南部晚新生代大量的地质、地球物理、矿床等方面的证据根本不支持碰撞造山理论 ,如青藏高原内部伸展边缘逆冲、碰撞与隆升之间时差明显 ,壳内低速层和低阻层发育 ,造山与成盆关系密切 ,板内隆升环境下发生大规模构造变形、岩浆活动和动力成矿等。青藏高原南部晚新生代构造隆升作用是在新特提斯开合转换、碰撞造陆之后 ,在下地壳层流作用的驱动下 ,发生板内造山、地壳增厚、热隆伸展和改造成矿的构造成矿过程 ,大规模的板内金属成矿在 3～ 4Ma以来的均衡隆升、成山过程中进一步改造。     

海底铁锰结核纹层和柱状构造成因的探讨

铁锰结核的内部构造反映了其生长环境,也反映了生长机制,由于微生物生态演替造成的氧化和还原条件的交替,产生了具有不同矿物和化学成分的纹层和柱状构造。     

Response of a scale-model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests

To investigate the seismic response of a pile group during liquefaction, shaking table tests on a 1/25 scale model of a 2 × 2 pile group were conducted, which were pilot tests of a test project of a scale-model offshore wind turbine with jacket foundation. A large laminar shear box was utilized as the soil container to prepare a liquefiable sandy ground specimen. The pile group model comprising four slender aluminum piles with their pile heads connected by a rigid frame was designed with similitude considerations focusing on soil–pile interaction. The input motions were 2-Hz sinusoids with various acceleration amplitudes. The excess pore water pressure generation indicated that the upper half of the ground specimen reached initial liquefaction under the 50-gal-amplitude excitation, whereas in the 75-gal-amplitude test, almost entire ground was liquefied. Accelerations in soil, on the movable frames composing the laminar boundary of the shear box, and along the pile showed limited difference at the same elevation before liquefaction. After liquefaction, the soil and the movable-frame accelerations that represented the ground response considerably reduced, whereas both the movable frames and the piles exhibited high-frequency jitters other than 2-Hz sinusoid, and meantime, remarkable phase difference between the responses of the pile group and the ground was observed, all probably due to the substantial degradation of liquefied soil. Axial strains along the pile implied its double-curvature bending behavior, and the accordingly calculated moment declined significantly after liquefaction. These observations demonstrated the interaction between soil and piles during liquefaction.     

Surface tension and friction coefficients in shallow,laminar overland flows through organic litter

This study investigates the contribution of surface tension forces to friction coefficients in shallow, laminar interrill flows. Friction coefficients in these flows are known to be increased greatly by organic litter and by stems. Fine litter provides extensive edges along which surface tension menisci can be drawn up, and evaluating the significance of this in the frictional retardation of flow was the primary objective of the experiments reported here. Using both standardized ‘litter particles’ (small wooden blocks of fixed dimensions) and natural plant litter, meniscus behaviour and the Darcy–Weisbach friction coefficient were evaluated in shallow flows on a laboratory sand board. For some tests, the surface tension of ordinary water was reduced by 40 per cent by the addition of a surfactant, and the friction coefficient redetermined. Results show that the presence of surface tension menisci flanking litter particles provides areas of deeper flow that are up to 7 mm in width and which can increase flow depths by 100–300 per cent. These zones support significantly higher flow speeds. Increased water depths within menisci are additionally associated with reduced depths beyond the menisci, so that an increase in the spatial variability of flow depths is a second consequence of meniscus formation. These modifications of flow depth by surface tension menisci are shown to reduce rather than increase the overall friction coefficient applicable to the flow. Consequently, additional frictional retardation does not arise within the menisci flanking litter particles and so cannot account for the greater drag arising from litter than from other surface features. Different factors, possibly the direct obstruction of flow paths, must therefore underlie the frictional drag. Copyright © 2002 John Wiley & Sons, Ltd.     

Application of lattice gas techniques to the study of sediment erosion and transport caused by laminar sheetflow

In order to gain a deeper understanding of the dynamics of erosion and sediment transport on hillslopes, it seems important to clarify the role of some basic mechanisms involved in these processes. While there is evidence that this cannot be done using the theoretical framework of river hydraulics, the use of numerical analysis could be of considerable help. The nature of the problem requires a technique capable of solving Navier–Stokes equations at low Reynolds number, with geometrically complex boundaries and solid particles moving inside the flow field. All these requirements make a novel method, known as lattice gas automaton LGA, a natural candidate for the study of the hydrodynamics of sheetflows. However, due to the recent introduction of this technique, there is a lack of a clear definition of its operational limits. Considering the case of a viscous sheetflow on an erodible rough boundary, we argue that by using LGA the stream Reynolds number can be increased only at the expense of a reduction of the boundary shearing stress. Accordingly, LGA cannot profitably be used to study the beginning of sediment motion and transport. On the other hand, a further evolution of LGA, known as the lattice Boltzmann method, seems highly promising for the numerical study of the erosion processes that eventually lead to drainage network evolution along hillslopes. © 1997 by John Wiley & Sons, Ltd.     

脑皮质层状坏死的影像学表现

目的:分析脑皮质层状坏死(CLN)的影像学表现特点,提高诊断及鉴别诊断能力。方法:回顾性分析2015年1月至2016年11月经CT及MRI随访诊断的77例CLN患者的临床影像学资料,总结其病因及影像表现特点。77例CLN患者中男45例,女32例,年龄24~88岁(平均66.53±3.1岁)。本组均行MRI检查,71例同时行CT检查,均有3次以上影像学检查资料(平均3.8次),随访复查时间20d~18m(平均2.3月)。结果:77例中脑梗死58例,创伤性颅脑损伤9例,自发性脑出血5例,脑肿瘤术后4例,缺血缺氧性脑病1例。77例中累及双侧大脑半球者3例,单侧大脑半球病变74例。单个脑叶受累28例,两个脑叶受累35例,多个脑叶受累14例。影像学随访可见病灶侧皮层弥漫性或局灶性萎缩,皮质表面线状或沿脑回走行的CT平扫高密度及MRI T1WI高信号,部分病灶可深达基底节区或海马区。结论:CLN病因复杂多样,影像学随访中CT平扫脑皮质出现脑回状高密度影及MRI上T1WI脑回状高信号,结合临床病史可做出准确诊断。      

层流区Shields曲线分布规律试验

为探明层流条件下Shields曲线的分布规律,运用电荷耦合组件(Charge Coupled Device,CCD)成像技术结合激光扫描及计算机图像处理技术,在水和甘油混合液中对无黏性均匀玻璃颗粒的起动拖曳力进行测量,并根据层流绕流理论建立了无黏性均匀颗粒的滚动起动模型,提出层流条件下无黏性均匀颗粒的量纲一起动拖曳力公式.试验观测发现在层流范围内希尔兹数呈规则的带状分布,流体作用引起颗粒床表面粗化并导致床面颗粒突起减小,使颗粒起动拖曳力增大1倍以上.结果表明颗粒床表面结构性状直接影响着颗粒起动拖曳力的大小,在层流区Shields曲线具有带状分布特性.     

可压缩层流边界层系统的一些性质

进一步研究了可压缩流边界层系统解的一些性质,给出了可压缩边界层系统等价的奇异积分方程解存在时参数所在的区间,并通过研究等价的奇异积分方程解的性质,得出可压缩层流边界层系统给出剪应力函数厂和温度函数g的一些结果．