南宁典型空气污染和清洁过程的近地层流场分析

利用广西地面自动气象站资料及南宁空气污染物浓度等资料,通过EOF和矢量和等方法,对选出的典型空气污染过程和清洁过程的近地层流场进行分析得出：典型污染过程大尺度系统较弱,受局地中小尺度环流系统影响,污染物局限在当地,出现严重的污染天气;而清洁过程大气对流活动较活跃,主要受大尺度环流系统影响;污染过程风矢量和较小,扩散条件较差;清洁过程风矢量和较大,利于污染物扩散.     

湖北神农架石笋年纹层与氧碳同位素关系

基于湖北神农架青天洞石笋U 系测年和年纹层统计结果,分别建立了末次盛冰期( 17 474± 174～ 16 105± 151 aB. P. )和全新世大暖期( 6 935. 4± 33. 8～6 137± 48 aB. P. )长达1 000余年的两个石笋年纹层生长序列。全新世大暖期年纹层平均厚度( 265μm) 约为末次盛冰期( 102μm)的2. 5倍,说明在间冰期东亚季风增强时石笋沉积速率较大,冰期时则相反。两支分辨率为4～ 8年的石笋年纹层厚度与δ13 C变化曲线对比显示: 在百年尺度上,石笋年纹层厚度与δ13 C变化曲线均呈良好的相关性(相关系数分别为- 0. 53和- 0.60) ,说明两指标可能受洞穴上覆土壤带CO2 产率这一主控因素的影响。当上覆土壤层生物活动增强, CO2 分压较高时,导致石笋δ13 C值偏负、生长速率增大。然而,在相同尺度上,两支石笋δ18O变化与对应的δ13 C及年纹层厚度之间的相关性较弱,反映研究地点上覆土壤层CO2产率对东亚夏季风强弱变化响应关系比较复杂。      

长试管静置沉降实验结果对湖盆细粒沉积纹层成因的启示*

沉积结构与沉积构造的研究是目前细粒沉积学中的重要内容。同时,富有机质泥/页岩的纹层成因也一直是困扰人们的难题。影响湖盆细粒沉积物纹层形成的因素很多,其中盐度、有机质含量是非常重要的因素,尤其是油页岩在淡水与咸水环境均可发育,其纹层的形成与水体盐度有何关系需要深入探讨。通过长试管静置实验,模拟并观察在静水条件下,黏土矿物、富有机质泥质沉积物在淡水、微咸水及咸水3种湖盆水体环境中的沉降过程与沉降速率,通过实验观察绘制沉降过程曲线并计算沉降速率。研究表明: 在淡水中富有机质泥的沉降速率明显高于黏土矿物的沉降速率;而在微咸水与咸水中,黏土矿物的沉降速率明显比富有机质泥要高;同时,2种类型的细粒沉积物在3类水体环境中各自的沉降速率也存在不同的规律。通过分析实验结果,指出在不同水介质条件下,絮凝作用类型的差异与浮力作用的影响是造成细粒沉积速率差异的主要原因。而有机质、黏土矿物及水体盐度共同控制细粒沉积物的沉降速率,一旦这些条件发生变化,那么就容易形成类似或不同的纹层,尤其是有机质丰度与盐度变化时,更容易形成不同成分的纹层。因此,油页岩的形成除需要相对安静水体环境外,还与有机质丰度、黏土矿物含量、絮凝过程及水体盐度变化的综合响应有关,而并非单独与水体盐度相关。另外,受沉积作用影响,湖盆不同区域的细粒沉积构造类型有差异。     

Simulation of Random Waves and Associated Laminar Bottom Shear Stresses

This work presents a new approach for simulating the random waves in viscous fluids and the associated bottom shear stresses. By generating the incident random waves in a numerical wave flume and solving the unsteady two-dimensional Navier-Stokes equations and the fully nonlinear free surface boundaiy conditions for the fluid flows in the flume, the viscous flows and laminar bottom shear stresses induced by random waves axe determined. The deterministic spectral amplitude method implemented by use of the fast Fourier transform algorithm was adopted to generate the incident random waves. The accuracy of the numerical scheme is confirmed by comparing the predicted wave spectrum with the target spectrum and by comparing the nanlerical transfer function between the shear stress and the surface elevation with the theoretical transfer function. The maximum bottom shear stress caused by random waves, computed by this wave model, is compared with that obtained by Myrhaug＇ s model （1995）. The transfer function method is also employed to determine the maximum shear stress, and is proved accurate.     

宾汉钻井液圆管轴向层流压降的数值计算

在计算宾汉钻井液在钻具中的层流压降时,需要求解一个非线性方程,以往通常使用近似公式进行计算。对于求解这个非线性方程,提出了一个数值迭代算法,并对该算法的收敛性进行了证明,给出了最大迭代步数的上限值。理论分析和大量实际算例表明：本文算法具有非常稳定的收敛性和非常快的收敛速度,并且能够给出压降的精确计算值。     

地层大尺度运动的一次记录

在文章《大尺度地层内的分层运动》(中国工程科学2006年第8卷第6期pp.14-22)中,报告了大尺度地层内分层运动的证据。本文就其中检测到的[2001年11月6日1时52分(GMT)]一次大幅度单脉冲记录波形,提供进一步的大尺度地层运动的特征信息。     

Measuring hydraulic permeability in a streambed using the packer test

Permeability of a streambed is an important factor regulating nutrient and oxygen availability for aquatic biota. In order to investigate the relationship, an accurate permeability should be measured. However, it is difficult to measure permeability in a coarse gravel bed using a conventional permeability test. Moreover, turbulent flow may occur in coarse bed material, and then deviations from Darcy's law do occur. Thus, permeability calculated following Darcy's law may be overestimated under turbulent flow conditions and should be corrected. The packer test can be used in highly permeable gravel beds. We developed a field method applicable to a gravel bed using the packer test and derived an equation adopting a law of turbulent flow to study the problems under any type of flow condition. The accuracy of the equation was examined using a laboratory flume with a gravel bed. The results suggested that permeability calculated from Hvorslev's equation is overestimated for turbulent flow. In contrast, our equation, developed here, could evaluate permeability accurately under any type of flow condition. Copyright © 2005 John Wiley & Sons, Ltd.     

青藏高原隆升机制新模式

作为创建大陆动力学理论体系的最佳野外实验室的青藏高原, 涉及当代固体地球科学前沿和热点的许多重大科学问题.迄今为止, 包括板块构造在内的众多模式不能合理地解释青藏高原重要的地质和地球物理现象.本文从下地壳与中上地壳、造山带与沉积盆地的耦合作用出发, 对青藏高原及邻区进行分尺度、分层块、分阶段的构造解析, 提出青藏高原隆升的下地壳层流构造模式, 认为青藏高原地壳增厚和构造隆升是晚新生代由于锡瓦利克盆地、塔里木盆地和四川盆地下地壳的热软化岩石大量流向青藏高原造成的.      

地下综合管廊结构振动台模型试验与有限元分析研究

在地下结构的振动台试验中,模型箱的设计是影响试验精度的一个很重要方面,本文的试验中采用了层状剪切砂箱,以最大限度地减小模型箱边界效应.而如何在数值计算中对层状剪切砂箱进行模拟成为数值分析要解决的关键问题.本文就是以此为背景展开了探讨,提出用变刚度的方法来近似模拟层状剪切砂箱,通过数值模拟结果与试验结果的对比发现,效果较好.在自由场计算的基础上,对综合管廊结构的振动台试验进行了数值模拟,计算结果与试验结果对比较好,说明本文建模计算方法是正确的,为后续的研究提供了基础.     

Variability of shallow overland flow velocity and soil aggregate transport observed with digital videography

Field experiments at Tiramoana station 30 km north of Christchurch, New Zealand using an erosion plot 16·5 m long, 0·6 m wide, and with a slope of 14–14·5° on rendzina soil aimed to measure the variability of flow velocity and of soil aggregates transport rate in shallow overland flow. Discharge/cross‐section area ratio was used to estimate mean velocity, and high‐speed digital video camera and image analysis provided information about flow and sediment transport variability. Six flow runs with 0·5–3·0 L s^?1 discharges were supercritical with Froude numbers close to or more than 1. Mean flow velocity followed Poiseuille law, float numbers were more than 1·5 and hydraulic resistance was an inverse proportional function of the Reynolds number, which is typical for laminar flows. Hence actual velocity varied through time significantly and the power spectrum was of ‘red‐noise’, which is typical for turbulent flow. Sediment transport rates had even higher variability, and soil aggregates transport was a compound Poisson process. Copyright © 2008 John Wiley & Sons, Ltd.