露天深孔爆破环境污染的危害与防治

在全面分析爆破所带来的地震效应、噪声以及废气等污染的同时，结合某矿山生产爆破的具体情况，提出了些防治爆破环境污染的措施和建议。     

Evaluation of the california environmental quality act

The California Environmental Quality Act (CEQA) has evolved from a mini-NEPA, first enacted in 1970, into a procedural act that affects the approval process of all large developments in California. In 1990, California local governments produced over 1600 environmental impact reports and 30,000 initial studies under CEQA. Because of its widespread use, CEQA has periodically drawn the attention of the state legislature, most recently in 1993, when over 60 CEQA reform bills were introduced. This paper describes the CEQA process and evaluates its success at meeting its explicit and implicit goals. The research includes a statewide survey of CEQA practice, sent to the planning departments of all 513 local governments in California in 1991. Survey respondents agreed that CEQA helps in evaluating environmental impacts, reducing impacts, informing the public, and coordinating public agency review. It is effective in reducing the environmental impacts of individual projects, but is not as effective in improving environmental quality on an areawide scale. This research concludes that CEQA has led to positive outcomes and is not as deeply flawed as many of its critics claim. Still, CEQA as currently designed may not be the optimal vehicle for ensuring environmental quality.     

Greenhouse impacts of anthropogenic CH4 and N2O emissions in Finland

The Finnish anthropogenic CH₄ emissions in 1990 are estimated to be about 250 Gg, with an uncertainty range extending from 160 to 440 Gg. The most important sources are landfills and animal husbandry. The N₂O emissions, which come mainly from agriculture and the nitric acid industry are about 20 Gg in 1990 (uncertainty range 10–30 Gg). The development of the emissions to the year 2010 is reviewed in two scenarios: the base and the reduction scenarios.According to the base scenario, the Finnish CH₄ emissions will decrease in the near future. Emissions from landfills, energy production, and transportation will decrease because of already decided and partly realized volume and technical changes in these sectors. The average reduction potential of 50%, as assumed in the reduction scenario, is considered achievable.N₂O emissions, on the other hand, are expected to increase as emissions from energy production and transportation will grow due to an increasing use of fluidized bed boilers and catalytic converters in cars. The average reduction potential of 50%, as assumed in the reduction scenario, is optimistic.Anthropogenic CH₄ and N₂O emissions presently cause about 30% of the direct radiative forcing due to Finnish anthropogenic greenhouse gas emissions. This share would be even larger if the indirect impacts of CH₄ were included. The contribution of CH₄ can be controlled due to its relatively short atmospheric lifetime and due to the existing emission reduction potential. Nitrous oxide has a long atmospheric lifetime and its emission control possiblities are limited consequently, the greenhouse impact of N₂O seems to be increasing even if the emissions were limited somehow.     

累积影响评价研究进展

本文详细介绍了国内外累积影响评价理论、实践研究情况，指出当前取得的成果及存在的问题，并针对这些问题，提出今后我国累积影响评价研究的一些建议。     

基层环境影响评价工作存在的问题与对策

目前环境影响评价普遍存在滞后现象和水平低及周期长等问题,提出广泛开展环评法宣传教育;加强环评队伍建设,提高环评人员的素质;把环评纳入总量控制轨道,突出浓度与总量同时评价;大众参与以及进一步规范和完善环境影响报告书的审批等对策与措施.     

黄河三角洲风暴潮灾害及其对滨海湿地的影响

黄河三角洲是中国重要的滨海湿地分布区，也是中国风暴潮易发区。该区的风暴潮有温带气旋型与热带台风型两种，以温带风暴潮为主。近年来，重大风暴潮的发生有频率增加、危害加重的趋势。风暴潮对滨海湿地的影响是广泛而深远的，主要表现为淹没滨海低地、加速海岸蚀退、破坏地表结构、毁坏湿地植被、加剧海水入侵等，使滨海湿地不断损失退化，生态环境恶化。     

大型烧结厂房爆破拆除设计与施工

所爆厂房由主厂房、环冷、除尘器、抽风机房组成，建筑面积近2万m^2，最大标高为43．5m，东边主厂房与高架通廊连为一体，东南8．6m为高压变电所；南边1．8m为80m高烟囱，2．5m处为架空管道，地下和地表运料通廊东西贯穿厂房，周围环境复杂。提出了先爆环冷和除尘器再处理抽风机房，最后爆破主厂房的总体爆破方案，采用爆破切割技术分离主厂房保留部分及高架通廊。采用了原地坍塌、定向倒塌和折叠爆破技术和施工工艺。爆破达到了预期效果，可供类似工程参考。     

管帏冲击式除尘器的应用

介绍了管帏冲击式除尘器的结构及其捕尘机理。介绍了对该除尘器进行除尘和防淋雨性能测试的实验方法和装置。分析了实验数据，得出了相应的结论。     

高耸建筑物定向爆破中切口长度安全范围的研究

爆破拆除高耸筒体结构时 ,爆破切口长度的合理选取是爆破成功的重要因素。目前的实践经验 ,爆破切口长度取为切口处筒体圆周长的 6 0 %～ 6 6 % (即 3/ 5～ 2 / 3) ,按此取值范围进行施工 ,爆破效果的好坏并存 ,事故仍有发生 ,这说明此取值范围偏大。借助有限元软件ANSYS ,通过数值计算 ,可获得起爆瞬间 ,在结构自重作用下引起的爆破切口支撑部的应力与应变状态 ,因而 ,可分析出爆破切口长度较安全的取值范围。对比实际拆除爆破的效果 ,爆破切口长度取切口处筒体圆周长的 6 2 %～ 6 4 %是比较安全适宜的。数值分析所得出的结论 ,对爆破设计施工有一定的借鉴意义     

关于拆除爆破的几点建议

随着科技进步和社会经济的飞速发展 ,在城市改 (扩 )建过程中 ,拆除建筑 (构 )物的爆破工程被广泛应用 ,而爆破安全却日益引起人们重视。笔者分析了我国城市建 (构 )筑物拆除爆破的安全现状 ,指出了城市建筑与危房在爆破拆除中存在的问题 ,提出了相应的一些改进办法和建议