城市垃圾填埋场表面覆盖层的厚度及外观设计

以青岛湖岛垃圾填埋场为试验点,研究了非封闭式填埋场的表面覆盖层的厚度,并对封闭式填埋场的表面覆盖层厚度和垃圾填埋场生态工程表面覆盖的外观设计进行了探讨。对于非封闭式填埋场,实验结果表明:表面覆盖层的厚度应在0.20~0.50m之间;对于封闭式填埋场,表面覆盖厚度应大于1.5m。垃圾填埋场的外观以坡度为1∶3的凸状设计较为适宜。      

A water quality monitoring network design methodology for the selection of critical sampling points: Part II

In order to resolve the spatial component of the design of a water quality monitoring network, a methodology has been developed to identify the critical sampling locations within a watershed. This methodology, called Critical Sampling Points (CSP), focuses on the contaminant total phosphorus (TP), and is applicable to small, predominantly agricultural-forested watersheds. The CSP methodology was translated into a model, called Water Quality Monitoring Station Analysis (WQMSA). It incorporates a geographic information system (GIS) for spatial analysis and data manipulation purposes, a hydrologic/water quality simulation model for estimating TP loads, and an artificial intelligence technology for improved input data representation. The model input data include a number of hydrologic, topographic, soils, vegetative, and land use factors. The model also includes an economic and logistics component. The validity of the CSP methodology was tested on a small experimental Pennsylvanian watershed, for which TP data from a number of single storm events were available for various sampling points within the watershed. A comparison of the ratios of observed to predicted TP loads between sampling points revealed that the model's results were promising.     

The Stream and Its Altered Valley: Integrating Landscape Ecology into Environmental Assessments of Agro-Ecosystems

Little is known about the importance of landscape and land cover to the implementation and performance of agricultural conservation projects designed to improve stream quality. In our study, we addressed the potential importance of landscape and land cover to conservation projects by measuring variation across 191 μ-basins (100–2400 ha) and integrating the observed variation into a study design aimed at determining the effectiveness of conservation projects. Our findings indicate that there are strong gradients across which landscape and land cover attributes vary. Land cover varied along a gradient of agricultural intensity, basin morphometry across gradients of stream closure and basin size, basin substrate was described by variation in drumlin formation, glacial landform type, and soil drainage, while agricultural conservation projects varied according to the level of project implementation. Correlation of these gradients found several associations between landscape and land cover, indicating that agricultural intensity was being constrained predominantly by drumlin formation and glacial landform type. Landscape and land cover did not appear to be determining factors in the implementation of conservation projects by land owners. Based on these findings we chose 32 μ-basins which represented the variability along each of the defined gradients for further study. We conclude that landscape scale variables demonstrate important variation and covariation that can and should be integrated into study designs for the assessment of streams and human activities affecting streams.     

小型污水处理系统设计建议

针对小型污水处理系统的特点,着眼于提高处理效率、降低能耗、减少产泥、方便管理、节省占地等原则,对其构筑物、设备及工艺的设计经验和发展趋势进行了较为全面的总结,并提出了相应的具体设计建议.     

克拉玛依城市污水处理工艺分析

克拉玛依南郊污水处理厂采用Orbal氧化沟工艺处理城市生活污水.该工艺构筑物少,操作简便,抗冲击负荷能力强,能适应不同水质水量的冲击.利用该工艺处理的废水出水稳定,出水污染物浓度远低于国家二级排放标准(GB18918-2002),且可以进行污水的二次利用.介绍了该工艺的设计指标、流程、各处理构筑物和设备,对设计特点和处理效果进行了分析.     

对城市道路交叉口左转专用车道设计的探讨

在参考国内外设计经验的基础上,从左转车道设置的原则、设置左转车道的常用方式、左转车道的长度和宽度等角度对左转车道的设计问题进行了探讨,提出对左转车道进行合理偏移可有助于提高驾驶员的视距.     

碎裂岩质边坡动态监测系统设计

针对碎裂岩质边坡施工期的特点,对碎裂岩质边坡动态监测的设计步骤、监测方法进行了探讨,以西攀高速公路某段高边坡动态监测为例,具体介绍了监测方案,实施方法与监测成果.该设计综合考虑了边坡施工过程中多种因素的相互影响,并通过边坡稳定性的初步分析优化监测设计,使监测设计全面且具有针对性,较好地满足了动态监测要求.     

湿法烟气脱硫系统设计中应注意的问题

简要介绍了电厂石灰石一石膏烟气湿法脱硫系统的组成,对湿法烟气脱硫系统设计和运行中容易出现的一些问题进行了分析,并提出相应的对策,以供脱硫系统设计和运行人员借鉴。     

Nature and prevalence of non-additive toxic effects in industrially relevant mixtures of organic chemicals

The concentration addition (CA) and the independent action (IA) models are widely used for predicting mixture toxicity based on its composition and individual component dose–response profiles. However, the prediction based on these models may be inaccurate due to interaction among mixture components. In this work, the nature and prevalence of non-additive effects were explored for binary, ternary and quaternary mixtures composed of hydrophobic organic compounds (HOCs). The toxicity of each individual component and mixture was determined using the Vibrio fischeri bioluminescence inhibition assay. For each combination of chemicals specified by the 2ⁿ factorial design, the percent deviation of the predicted toxic effect from the measured value was used to characterize mixtures as synergistic (positive deviation) and antagonistic (negative deviation). An arbitrary classification scheme was proposed based on the magnitude of deviation (d) as: additive (10%, class-I) and moderately (10 < d  30%, class-II), highly (30 < d  50%, class-III) and very highly (>50%, class-IV) antagonistic/synergistic. Naphthalene, n-butanol, o-xylene, catechol and p-cresol led to synergism in mixtures while 1, 2, 4-trimethylbenzene and 1, 3-dimethylnaphthalene contributed to antagonism. Most of the mixtures depicted additive or antagonistic effect. Synergism was prominent in some of the mixtures, such as, pulp and paper, textile dyes, and a mixture composed of polynuclear aromatic hydrocarbons. The organic chemical industry mixture depicted the highest abundance of antagonism and least synergism. Mixture toxicity was found to depend on partition coefficient, molecular connectivity index and relative concentration of the components.     

汶川地震中房屋建筑震害特征及抗震设计思考

汶川5·12特大地震造成了为数众多的建筑物不同程度的损坏。地震发生后,四川大学随即组织了现场勘查队奔赴受灾最为严重的地区了解建筑物的受损情况。本文基于大量的现场勘查资料介绍了砌体结构、框架结构、底框或局部底框砌体结构及楼梯间的震害特点。在定性分析的基础上提出以下观点:合理设计和施工的砌体结构有可能获得良好的抗震性能;按现行规范设计的钢筋混凝土框架结构难以实现"强柱弱梁"的要求;填充墙对框架抗震性能有显著的影响;在地震区应慎用底框砌体结构;合理的结构布置和施工质量是结构获得良好抗震性能的前提;仅用延性系数来衡量结构抗震性能具有一定的片面性;楼梯间结构设计宜考虑地震作用的影响。