杭钢1~#6000m~3/h制氧漏冷基础裂缝事故处理

杭钢动力厂走梯旁基础与地坪连接处出现一条裂缝 ,致使空分设备出现漏冷。该厂在检测、分析后 ,没有采取将空分塔体拆除、基础重浇的惯例 ,而是采取了将空分塔体地脚螺栓加固的方案 ,取得了很好的效果。     

Critical Loads of Acidity for Forest Soils: Tentative Modifications

We reviewed the current methods for calculatingcritical loads of acidity for forest soils. The consequencesof four sets of assumptions concerning the soil modelstructure, parameter values and the critical loads criterionwere explored by comparing the values of the averageaccumulated exceedance (AAE) calculated for Finland withdeposition values for the year 1995. The AAE index is given inthe unit of deposition and is a measure of how far a region isfrom being protected in terms of fulfilling a certaincriterion, taking into account the size of the ecosystem areas.Using a critical limit for the molar ratio of theconcentrations of base cations to aluminium in soil solutiongave the lowest average accumulated exceedance. Assumingorgano-aluminium complexes and leaching of organic anions gaveAAE = 4 eq ha^-1 a^-1, which was close to the valueobtained with the standard approach used in Finland, assuminggibbsite equilibrium and no leaching of organic anions,yielding AAE = 5 eq ha^-1 a^-1. With a critical basesaturation limit, instead of the concentrations criterion, theAAE index was 17 eq ha^-1 a^-1. The highest averageaccumulated exceedance (AAE = 25 eq ha^-1 a^-1),corresponding to the lowest critical load, was obtained whenthe effects-based criterion (critical concentration or criticalbase saturation) was substituted with one restricting thedeterioration of the neutralizing capacity of the soil, ANC _le(crit) = 0. These tests illustrate the variabilityof the critical load values for acidity that can be introducedby changing the criterion or by varying the calculation method,without, however, representing the extreme values of criticalloads that could be derived.     

Base Cation Losses from a Coniferous Catchment in Central Ontario,Canada

Long-term monitoring of a predominantlyconiferous catchment (PC-1) in central Ontario has enabledmass budgets of base cations to be estimated between 1983and 1998. During this period, sulphur deposition decreasedby approximately 30%, although this region still receivesacid deposition that exceeds the critical load with respectto acidity for forest soils. Between 1983 and 1998 therewas a net loss of 76.3 kg ha^-1 Ca and 13.7 kg ha^-1Mg from PC-1, and a net retention of K of 55.7 kg ha^-1. A net loss of Ca and Mg occurred every year during the studyperiod (except 1986/87 for Mg), although annual losses of Caand Mg have been generally lower in recent years. On anannual basis, net losses of Ca and Mg were extremelyvariable and were strongly related to export of SO₄,which in turn appeared to be strongly influenced by climatefactors. Measured losses of Ca and Mg over the 16-yearperiod represented 37% and 59% of their respectiveexchangeable pools measured in the upland soils in 1983.These values probably overestimate base cation losses fromthe upland however, because losses from organic soils in thecatchment were proportionately greater during yearsfollowing El Niño events. There was no change in basal areabetween 1983 and 1998, although there was a shift towardless nutrient-demanding species (white pine, hemlock). Pools of Ca and Mg in tree biomass are approximately doubletheir exchangeable pools in podzols, and so losses from soilmay be offset by changes in forest structure (size,composition) in the short-term (decades). If net losses ofCa and Mg continue due to harvesting and/or acid depositionand estimates of weathering and exchangeable pools arecorrect, then the long-term sustainability of the uplandforest at PC-1 must be in doubt.     

EFFECTIVE USE OF LANDSAT DATA IN HYDROLOGIC MODELS1

ABSTRACT: In a cooperative demonstration project, NASA and the U.S. Army Corps of Engineers (Corps) compared conventional and Landsat-derived land-use data for use in hydrologic models, and the resulting discharge frequency curves were analyzed. When a grid-based data-management system was used on a cell-by-cell basis (size about 1.1 acres or 0.45 hectare), Landsat classification accuracy was only 64 percent, but, when the grid cells were aggregated into watersheds, the classification accuracy increased to about 95 percent. When both conventional and Landsat land-use data were input to the HEC-1 model for generating discharge frequency curves, the differences in calculated discharge were judged insignificant for subbasins as small as 1.0mi² (2.59 km²). For basins larger than 10mi² (25.9km²), use of the Landsat approach is more cost-effective than use of conventional methods. Digital Landsat data can also be used effectively by local and regional agencies for hydrologic analysis by incorporating the data into grid-based data-management systems. The transfer of this new technology is well under way through inclusion in some Corps training courses and through use by both county government personnel and private consultants.     

成人高校数学课程的改革

本文根据数学教学的现状,提出了三方面的改革,即教学思想的改革、教学内容体系的改革,教师管理体制的改革。构造了数学基础、教学建模、数学实验室的教学体系。     

移动通信网基站电磁辐射调研及居民环境超标原因分析

对北京市区近 2 0 0个移动电话基地站电磁辐射进行了测试 ,结合基地站电磁辐射特征对电磁辐射超标原因进行分析。从规划布局、天线架设规范方面提出了减小移动电话基地站电磁辐射污染的对策     

移动通信基站电磁辐射实例分析

随着移动通信技术的发展，基站的电磁辐射受到越来越多的关注。本文介绍了分析移动通信基站的电磁辐射情况预测模型，结合天线的方向性和增益情况对不同地区不同辐射方向上的电磁辐射情况做出预测并与实测数据进行比较分析。     

关于安全工程专业培养计划的思考

我国经济建设和精神文明正在协调发展 ,如何适应安全科学教育的新发展机遇是人们安全教育工作者所关注和深思的问题。笔者在分析新世纪安全人才需求特点的基础上 ,探讨了安全人才的知识结构与培养模式 ;指出安全工程专业人才 ,除应系统掌握安全科学的基本理论、基本方法以及安全生产的基本规律外 ,还要与采矿、冶金、建筑、机械、电气、化工、交通、环境等专业的必修专业基础课有机结合 ,在课程内容 ,教学结构方面 ,实现优化配置 ,提高学生综合分析和解决实际安全问题的能力。另外 ,在注意多层次培养安全技术人才的同时 ,还要加强对高校其他非安全工程专业大学生的安全知识教育 ,提高其安全文化素质 ,在今后的工作和活动中能自觉充分地考虑安全问题。     

基于标准模型库的企业财务风险分析方法探析

笔者在对企业财务风险指标进行科学选取的基础上 ,利用主成分分析法和因子分析方法计算企业财务风险综合得分 ;依照所得的两种综合得分进行风险聚类 ;并以聚类结果构建企业财务风险标准模型库。该风险标准模型库形成了企业财务风险的相对静态数据参考 ,据此 ,监管部门可方便地运用模糊识别方法对企业财务数据进行风险判断和分类 ,不需对加大样本的企业数据进行重新计算 ,大大提高了工作效率。该方法综合了几种方法的优点 ,在实践中得到了较合理的分析结果。     

地基-基础隔震系统整体地震响应有限元分析

近几十年来,基础隔震技术逐渐被重视,得到了广泛的应用,并被纳入国家建筑抗震设计规范。但是在传统的理论分析中,对于基础隔震结构往往忽视土-结构动力相互作用对其隔震效果的影响。即使考虑地基的影响,也大都是采用弹簧和阻尼器(地基动刚度)代替。笔者运用ANSYS软件的二次开发功能,提出将结构、隔震层和地基结合起来作为一个完整系统分析,并对一叠层橡胶基础隔震7层钢筋混凝土框架结构在考虑土-结相互作用情况下,进行了整体地震响应有限元计算、比较、分析。结果表明进行地基-基础隔震系统整体地震响应有限元分析是完全可行的而且是必要的。