Near Wall Flow over Urban-like Roughness   总被引：3，自引：35，他引：3  

Hong Cheng  Ian P. Castro 《Boundary-Layer Meteorology》2002,104(2):229-259

In this study, comprehensive measurements over a number of urban-type surfaces with the same area density of 25% have been performed in a wind tunnel. The experiments were conducted at a free stream velocity of 10 m s^-1 and the main instrumentation was 120 ° x-wire anemometry, but measurement accuracy was checked using laser Doppler anemometry.The results haveconfirmed the strong three-dimensionalityof the turbulent flow inthe roughness sublayer and the depths of the inertial sublayer (log-law region) and roughness sublayer for each surface have been determined. Spatial averaging has been used to remove the variability of the flow in the roughness sublayer due to individual obstacles and it is shown that the spatially averaged mean velocity in the inertial sublayer and roughness sublayer can,together, be described by a single log-law with a mean zero-plane displacement and roughness length for the surface, provided that the proper surface stress is known. The spatially averaged shear stresses in the inertial sublayer and roughness sublayer are compared with the surface stress deduced from form drag measurements on the roughness elements themselves.The dispersive stress arising from the spatial inhomogeneity in the mean flow profiles was deduced from the data and is shown to be negligible compared with the usual Reynolds stresses in the roughness sublayer. Comparisons have been made between a homogeneous (regular element array) surface and one consisting of random height elements of the same total volume. Although the upper limits of the inertial sublayer for both surfaces were almost identical at equivalent fetch, the roughness sublayer was much thicker for the random surface than for the uniform surface, the friction velocity and the roughness length were significantly larger and the `roughness efficiency' was greater. It is argued that the inertial sublayer may not exist at all in some of the more extreme rough urban areas. These results will provide fundamental information for modelling urban air quality and forecasting urban wind climates.  相似文献   

土壤剖面元素分布及其地质、环境意义   总被引：18，自引：2，他引：18  

周国华  马生明等 《地质与勘探》2002,38(6):70-75

土壤垂直剖面上物化性质，矿物和化学组成的深入研究，可以提供有关成土母质，成壤演化作用的重要信息，识别人类活动叠加的污染强度和影响深度，为土壤地球化学背景值调查，土壤污染及其生态环境影响的评价，环境地球化学灾害的监控与预菟研究提供科学的方法和依据。根据广东珠江三角洲，湖北江汉平原，四川成都盆地部分土壤剖面实测资料，分析研究了土壤化学组成的剖面变化与成土母质类型及组成，土壤成熟度和污染影响的关系。探讨了土壤剖面地球化学特征的地质与环境指示意义，判断分析了土壤受到的污染叠加作用及其影响深度。  相似文献   

闽江福州河段环境工程地质问题的评价研究   总被引：1，自引：0，他引：1  

姚环  陈文庆 《工程地质学报》2002,10(2):166-171

江河环境工程地质问题是环境工程地质学研究的重要课题。江河沿岸环境地质条件是影响和决定沿江城市环境质量的重要背景 ;是控制和影响沿江河岸城市的环境容量和质量的重要因素。本文以闽江下游福州河段为例 ,概要评述了闽江福州河段的水动力条件和流水地质作用类型、强度等状况 ;分析研究了该河段的流水地质作用和地貌环境变化动态及其与沿江河岸人类各种工程建设活动的互相作用的特征和规律。对促进和提高沿江河岸人地系统和谐协调平衡发展水平 ,正确规划、预测和评价沿江河岸各类工程建设发展的经济和社会效益及其前景 ,都具有重要意义.  相似文献   

工程场地的特征与工程地质分区   总被引：1，自引：0，他引：1  

方鸿琪  杨闽中 《工程地质学报》2002,10(3):244-247

工程场地与城市在空间尺度上相去甚远 ,但工程场地所具备的与环境行为相近的共性 ,使其属性分析可以推广应用到城市建设所面对的整个工程地质环境。从这一意义上说 ,工程场地是整个城市宏观工程地质环境的微观单元 ,众多微观单元的组合构成了环境的宏观总体。为此 ,工程场地的三大属性特性、适宜性、稳定性 ,可以作为城市工程地质环境分析中分析方法的基础。从工程场地分析推广到城市工程地质环境分析 ,还将有助于保证城市工程地质环境分析的定量化水平。  相似文献   

秦岭造山带勉略缝合带构造变形与造山过程   总被引：23，自引：4，他引：23  

李三忠  李亚林等 《地质学报》2002,76(4):469-483

秦岭晚古生代以来造山过程中的构造变形研究对建立华北板块与华南板块之间的最终拼合过程尤为重要。为此，选择勉略带进行了详细的野外调查，对其物质组成，几何学结构，变形序列，运动学和动力学作了系统解剖，认为：勉略带是有一定宽度，由一定实体组成的蛇构造混杂岩带，它包括不同时代，不同构造背景，不同起源的一系列构造岩片，如：基底岩片组，洋壳岩片组，岛弧岩片组，碰撞构造沉积楔形体，大陆边缘岩片组，它们被一系列的北倾南冲的断裂分割。勉略带到－高川段的北倾南冲逆冲断裂和勉略带北部南倾北冲的逆冲断裂组合成为现今不对称的正花状几何学结构，但勉略带的北界状元碑断裂和南界 到－略阳断裂走滑特征明显。结合勉略带邻区的构造特征，分别对带内重要断裂及岩片的构造解析表明，除主造山的大地构造演化阶段外，可将勉略带构造变形序列及演化历程总体归纳为三大阶段：俯冲变形阶段，主造山碰撞变形阶段的陆内造山调整变形阶段，并对不同变表阶段的时限，变形特征，运动学和动力学分别作了描述；最后针对该区复杂的楔入，挤出（逃逸）走滑，逆冲过程，提出了一个统一的动力学演化模式。  相似文献   

Probabilistic analysis of peak response of MDOF systems with uncertain PSD function     

H. P. Hong  S. S. Wang 《地震工程与结构动力学》2002,31(9):1719-1733

The use of uniform hazard spectra which have the same probability of exceedance at different frequencies has been proposed for the future version of the National Building Code of Canada. Commonly used combination rules to estimate the peak responses of multi‐degree‐of‐freedom (MDOF) systems are the square root of sum of squares rule and the complete quadratic combination rule. However, the probability that the peak response of a MDOF system exceeds the one estimated by using these rules with the peak modal responses from the uniform hazard spectra cannot be inferred directly. The assessment of the probability of exceedance of the peak response of MDOF systems is presented by considering that the uncertainty in seismic excitation due to all potential earthquakes can be lumped in the power spectral density function of the ground acceleration with uncertain model parameters. This probability is evaluated based on the random vibration of linear systems and the first‐order reliability method. It is found that the under‐ or over‐estimations are less than about 5 or 10% if the modal contributions are not within 10–90% of, or not within 20–80% of, the absolute sum of the effective modal peak responses, respectively. Otherwise, severe under‐ or over‐estimation could result. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

冻融作用对地气系统能量交换的影响分析   总被引：7，自引：12，他引：7  

李述训  南卓铜  赵林 《冰川冻土》2002,24(5):506-511

通过对温度波在地层内传播过程问题的分析研究, 讨论土在冻结和融化过程对地气系统能量交换的影响, 并以亚粘土为例应用近似方法计算了在冻结和融化过程地气系统能量交换和地温变化特征, 同时将相同条件下发生冻融作用与不发生冻融作用情况地气系统热交换量进行了比较. 结果表明, 冻融作用使地气系统热交换加强, 同时吸热和放热的过程也发生了改变.  相似文献   

Fluid permeability of sedimentary rocks in a complete stress–strain process     

J. -A. Wang  H. D. Park   《Engineering Geology》2002,63(3-4):291-300

The permeability of sedimentary rocks during triaxial compression tests was investigated to relate it to the complete strain–stress process. It was found that the permeability was not constant, but varied with the stress and strain states in the rocks. Prior to the peak strength, the permeability decreases with increasing load. A dramatic increase in permeability occurs during the strain softening period. In the present study, in situ measurements of fluid flow and pressure in floor strata was carried out in a double longwall mining face in the Yangzhuang colliery. These measurements show that both the strata pressure and the position with respect to the mining face influence the hydrogeologic properties. The permeability increased in the floor strata behind the mining face because those mining induced fractures opened as the strata pressure decreased. To better understand this change in hydraulic behavior around the mining faces, 3-D numerical modeling was carried out. The model provides the general picture of the stress distribution and failure zone both in the floor and roof strata. The field and model results demonstrate the importance of changes in the stress and strain states on the hydrogeology of a site.  相似文献   

岩浆混合作用——来自甘肃北山的野外证据   总被引：4，自引：0，他引：4       下载免费PDF全文

梁明宏  周兴安  龚全胜  李海林 《甘肃地质》2002,11(1):44-49

在 1∶2 5万马鬃山幅区调填图和方法研究工作中 ,通过观察到的一些与岩浆混合模式相关的现象 ,指出暗色微粒镁铁质包体是岩浆混合作用的有利证据 ,讨论了与花岗岩侵入体相关的镁铁质小岩体混合成因的可能性 ,认为岩浆混合作用在造山带岩浆活动中是一种极为普遍的现象。  相似文献   

震源时间函数与震源破裂过程   总被引：2，自引：0，他引：2  

许力生  陈运泰 《地震地磁观测与研究》2002,23(6):1-8

简要介绍了现代数字地震学的两个重要概念。一个是震源时间函数，另一个是地震震源的时空破裂过程。首先，从地震断层位移表示定量出发，介绍震源时间函数和震源破裂过程的基本概念。然后，分别介绍两种从远场地震记录中提取震源时间函数和获取有限断层面上时空破裂过程图像的反演方法。  相似文献