移动通信基站架设方式对地面电磁辐射分布的影响

选取南通市具有代表性的9种不同架设类型的基站现场实测,分析其地面水平方向上的电磁辐射分布特征,以掌握基站不同架设方式对地面电磁辐射的影响。结果表明:天线架设方式不同,地面电磁辐射强度及分布存在一定差异,落地塔监测值整体低于楼顶塔。50 m范围内,功率密度值由大到小依次是楼顶抱杆楼顶井字塔楼顶角钢塔楼顶景观塔楼顶集束天线楼顶拉线塔楼顶四角塔楼顶美化天线落地塔,地面最大值普遍出现在距离基站20 m~30 m范围。受天线架设高度、下倾角因素的影响,楼顶美化天线和楼顶角钢塔地面最大值点分别出现在距离基站60 m和70 m处,超出监测点位50 m布设范围。     

多高层钢结构耐火性能的子结构分析模型与分析方法

基于整体钢结构在局部火灾下的反应规律,将高层钢结构的初始倒塌破坏类型进行了分类(中间柱初始倒塌、边柱初始倒塌以及梁柱同时倒塌),根据整体结构约束影响和荷载影响,提出局部火灾下多高层钢结构耐火性能分析的相应子结构分析模型及其分析方法。子结构模型的边界充分考虑周围约束的影响,尤其是周围梁和上层柱构件以及层数的影响。针对不同类型的子结构模型,通过建立相应的具体子结构有限元模型,合理考虑边界条件的影响。最后基于建立的数值模型,研究了子结构的火灾反应规律与破坏机理,并与整体结构的分析结果进行了比较,结果表明:子结构分析模型与分析方法可以合理准确地分析整体结构的耐火性能。     

淮南大通浅覆盖岩溶区塌陷分布及土地利用可行性

通过地质调查、钻探、物探等方法对淮南大通浅覆盖岩溶区岩溶塌陷的分布特征及诱因进行了分析,结果表明,大通浅覆盖岩溶区岩溶塌陷主要分布于下伏奥陶系马家沟组地层之上,以及构造发育区和松散层粉土含量较高区,岩溶塌陷主要受岩石溶蚀程度、强烈地下水动力条件及松散层厚度、成分等控制。结合岩溶塌陷发育特征及场地具体条件,探讨了大通浅覆盖型岩溶区土地利用的可行性,为土地综合开发利用提供参考。     

The destruction of ground water threatening pesticides using high intensity UV light

Abstract

A high‐intensity short‐wavelength UV light system was studied for its ability to degrade the pesticides carbofuran, fenamiphos sulfoxide (nemacur sulfoxide), and propazine in aqueous solutions. Half‐lives, rate constants, and breakdown products were determined for all chemicals. The presence of hydrogen peroxide, an oxidant and potential source of hydroxyl radicals, had no effect on the rate of breakdown of any of the chemicals investigated. Short‐wavelength UV light appears to be solely responsible for the observed pesticide breakdown. The breakdown of all three pesticides followed first order kinetics. Carbofuran, nemacur sulfoxide, and propazine had half lives of 3.9, 1.1, and 3.9 minutes, respectively. Breakdown product analysis was performed using capillary gas chromatography/mass spectrometry.     

Testing a Simple Field Method for Assessing Nitrate Removal in Riparian Zones1

Abstract: Being able to identify riparian sites that function better for nitrate removal from groundwater is critical to using efficiently the riparian zones for water quality management. For this purpose, managers need a method that is quick, inexpensive, and accurate enough to enable effective management decisions. This study assesses the precision and accuracy of a simple method using three ground water wells and one measurement date for determining nitrate removal characteristics of riparian buffer zones. The method is a scaled‐down version of a complex field research method that consists of a large network of wells and piezometers monitored monthly for over two years. Results using the simplified method were compared to those from the reference research method on a date‐by‐date basis on eight sites covering a wide range of hydrogeomorphic settings. The accuracy of the three‐well, 1 day measurement method was relatively good for assessing nitrate concentration depletion across riparian zones, but poor for assessing the distance necessary to achieve a 90% nitrate removal and for estimating water and nitrate fluxes compared to the reference method. The simplified three‐well method provides relatively better estimates of water and nitrate fluxes on sites where ground‐water flow is parallel to the water table through homogeneous aquifer material, but such conditions may not be geographically widespread. Despite limited overall accuracy, some parameters that are estimated using the simplified method may be useful to water resource managers. Nitrate depletion information may be used to assess the adequacy of existing buffers to achieve nitrate concentration goals for runoff. Estimates of field nitrate runoff and buffer removal fluxes may be adequate for prioritizing management toward sites where riparian buffers are likely to have greater impact on stream water quality.     

火灾下工程结构连续性倒塌分析与设计方法探讨

给出了火灾下工程结构连续性倒塌的定义,分析了工程结构在火灾作用下的特点,并给出了火灾连续性倒塌判断流程。在介绍目前常用的工程结构抗连续性倒塌分析设计方法的基础上,提出了采用替代路径法中的非线性静力分析方法对建筑结构进行火灾作用下抗连续性倒塌设计的思路。     

Search and rescue in collapsed structures: engineering and social science aspects

This paper discusses the social science and engineering dimensions of search and rescue (SAR) in collapsed buildings. First, existing information is presented on factors that influence the behaviour of trapped victims, particularly human, physical, socioeconomic and circumstantial factors. Trapped victims are most often discussed in the context of structural collapse and injuries sustained. Most studies in this area focus on earthquakes as the type of disaster that produces the most extensive structural damage. Second, information is set out on the engineering aspects of urban search and rescue (USAR) in the United States, including the role of structural engineers in USAR operations, training and certification of structural specialists, and safety and general procedures. The use of computational simulation to link the engineering and social science aspects of USAR is discussed. This could supplement training of local SAR groups and USAR teams, allowing them to understand better the collapse process and how voids form in a rubble pile. A preliminary simulation tool developed for this purpose is described.     

甬台温高速公路某段山体崩塌成因及防治措施

地质灾害是指由于自然产生或人为诱发的对人民生命和财产安全造成危害的地质作用.崩塌是其中一种危害性很大的地质灾害,事前几乎没有征兆,具有突发性和强破坏性,事后处理难度很大.由于高速公路的特殊性,山体崩塌更是人们十分关注的重要地质灾害.甬台温高速公路某段边坡发生山体崩塌,在处治过程中,各有关单位通力合作抢险,采取了多种工程措施和监控检测手段,在最短的时间内高质量地完成了崩塌处治. 分析了发生山体崩塌的原因,介绍了工程处治措施,并提出了地质灾害预防建议.     

安徽铜陵地面塌陷现象初析

铜陵市区内,近来发生了大面积地陷与地裂,造成严重灾害,引起了各界广泛的关注。本文着重探讨这种灾害的发生原因及其防灾对策。     

我国城市地下水开采诱发的灾害及对策探讨

本文通过综合全国各地水文地质灾害现象,将其归纳为四类:(1) 地下水下降漏斗扩大;(2) 地面沉降;(3) 地下水质恶化;(4) 地裂缝和地塌陷。同时分析了这些灾害的形成机制、危害程度以及经济损失情况,并提出了一些相应的治理对策。