燃煤锅炉氨法烟气脱硫

通过氨法脱硫工艺在75t燃煤锅炉烟气脱硫工程中的运用,阐述了氨法脱硫的原理及工业条件,并对运行指标及处理效果进行分析。     

基于模糊相似关系的土地资源空间分布系统递阶结构模型

建立了土地资源多层次分类体系及分类子体系，用模糊相似矩阵描述了系统各单元的相关关系，通过λ截集矩阵的选择使之转化为表征系统是否相关的０－１矩阵，从而对系统结构模型予以改进，并应用该模型进行土地资源的递阶分类，实现了区域土地资源在地域空间合理分布。     

汽车污染与控制探讨

通过阐述汽车污染的原理，提出了汽车的防污途径有控制汽车尾气污染的方法。     

长江口崇明东滩潮间带温室气体排放初步研究

采用原位静态箱法对长江口崇明东滩(CM)湿地3种主要温室气体CO2,CH4和N2O的排放、吸收通量进行现场测定。结果表明,春季(5月)崇明东滩湿地是大气CH4的排放源。中潮滩暗箱(CM-2b)CH4的排放通量为394.22μg/m2.h,明箱(CM-2w)为492.58μg/m2.h;低潮滩暗箱(CM-3b)CH4的排放通量为84.89μg/m2.h,明箱(CM-3w)为76.16μg/m2.h,植被和有机质含量的不同是造成中、低潮滩CH4通量差异的主要因素。中潮滩春季草的光和作用可以降低CO2和N2O的排放,明箱内表现为对CO2(-67.45 mg/m2.h)和N2O(-21.79μg/m2.h)的吸收,同时呼吸作用增加了潮滩-大气界面CO2和N2O的排放(CO2,730.27 mg/m2.h;N2O,109.72μg/m2.h)。而低潮滩(CM-3)表现为CO2和N2O的汇,但吸收的通量值较小。     

Determination of polychlorinated biphenyl congeners in environmental samples

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气相色谱法测定二硫化碳和甲硫醚

利用气相色谱(配火焰光度检测器,采用3mxφ2mm玻璃填充柱分离)对CS2和甲硫醚(DMS)两种含硫化合物进行了分离检测。该方法具有较高的灵敏度和良好的线性关系。结果表明:该分析对含硫气体的最小检测浓度在mg/m3级,在柱温为70℃,检测器温度为180℃,气化室温度为150℃,氮气流速为50mL/min时,CS2的回收率为98.66%,变异系数为2.12%;甲硫醚的回收率为98.66%,变异系数为1.56%。     

脉冲电晕等离子体脱硫脱氮与除尘技术

脉冲电晕放电是产生等离子体的方法之一，目前已达到工业性试验阶段，该文对脉冲电晕等离子脱硫脱氮与除尘技术的形成过程进行了回顾，对其理论作了分析，并简介了工艺流程，还指出了目前存在的主要问题和需研究的关键技术。     

Developing Canada's National Forest Carbon Monitoring, Accounting and Reporting System to Meet the Reporting Requirements of the Kyoto Protocol

The rate of carbon accumulation in the atmosphere can be reduced by decreasing emissions from the burning of fossil fuels and by increasing the net uptake (or reducing the net loss) of carbon in terrestrial (and aquatic) ecosystems. The Kyoto Protocol addresses both the release and uptake of carbon. Canada is developing a National Forest Carbon Monitoring, Accounting and Reporting System in support of its international obligations to report greenhouse gas sources and sinks. This system employs forest-inventory data, growth and yield information, and statistics on natural disturbances, management actions and land-use change to estimate forest carbon stocks, changes in carbon stocks, and emissions of non-CO₂ greenhouse gases. A key component of the system is the Carbon Budget Model of the Canadian Forest Sector (CBM-CFS). The model is undergoing extensive revisions to enable analyses at four spatial scales (national, provincial, forest management unit and stand) and in annual time steps. The model and the supporting databases can be used to assess carbon-stock changes between 1990 and the present, and to predict future carbon-stock changes based on scenarios of future disturbance rates and management actions.     

Carbon Dioxide Balance of Wood Substitution: Comparing Concrete- and Wood-Framed Buildings

In this study a method is suggested to compare the net carbon dioxide (CO₂) emission from the construction of concrete- and wood-framed buildings. The method is then applied to two buildings in Sweden and Finland constructed with wood frames, compared with functionally equivalent buildings constructed with concrete frames. Carbon accounting includes: emissions due to fossil fuel use in the production of building materials; the replacement of fossil fuels by biomass residues from logging, wood processing, construction and demolition; carbon stock changes in forests and buildings; and cement process reactions. The results show that wood-framed construction requires less energy, and emits less CO₂ to the atmosphere, than concrete-framed construction. The lifecycle emission difference between the wood- and concrete-framed buildings ranges from 30 to 130 kg C per m² of floor area. Hence, a net reduction of CO₂ emission can be obtained by increasing the proportion of wood-based building materials, relative to concrete materials. The benefits would be greatest if the biomass residues resulting from the production of the wood building materials were fully used in energy supply systems. The carbon mitigation efficiency, expressed in terms of biomass used per unit of reduced carbon emission, is considerably better if the wood is used to replace concrete building material than if the wood is used directly as biofuel.     

海域岩土工程勘察施工工艺

海域岩土工程勘察因受风浪、潮汐、定位等因素影响,与陆地勘察相比,施工工艺差异较大。本文以深圳西港区(位于珠江口)某航道工程为例,详细介绍其施工工艺,以期对海域勘察工程实施有一定的参考意义。