对沈阳市开展中水回用工程的建议

从沈阳市水资源状况入手 ,提出了开展中水回用应采取的措施 ,并对目前开展中水回用工程所遇到问题进行了论述。     

石化企业的节水与废水资源化问题

讨论了石化企业如何充分利用水资源，不断提高节水意识。并结合石化企业的具体情况，用系统工程的分析方法，深入研究节水和水资源化的方法和途径。对这些问题，提出一些看法供大家参考。     

生物固体在高速公路建设中的资源化应用

生物固体主要指城市污水污泥和部分生活垃圾，其丰富的有机质和干化固化后的稳定性，为应用于高速公路提供了条件。中文介绍了生物固体在路面结构填充和土地施肥复垦两方面的应用方式，并对应用过程中的环境风险及对策进行分析，最后提出应用前景展望。     

炼油污水回用方案初探

针对污水处理场改造后的水质情况，结合现有闲置设备的状况，提出一套既符合现场实际又有针对性的污水回用处理方案。     

国外包装废物的处理技术动向

在欧、美、日等西方国家，废包装材料已成为主要的固体废物之一，其环境污染问题日益受到关注。本文较全面地介绍废包装材料的填埋、焚烧、循环回用、再资源化利用和减少使用包装材料等五种重要技术动击与途径。还重点介绍了美国的ＰＥＴ瓶的资源再利用，以及德国建立严格的包装废物法规和完善的处理系统的概况。     

废旧塑料的回收利用

废旧塑料是重要的再生资源，合理利用不仅环境保护，也将增加经济效益，阐述了废旧塑料回收利用情况及发展前景。     

"AB"法处理石化污水回用

介绍中原油田石化总厂污水处理站的工艺流程、处理特点。处理后外排水中的石油类、氨氮、悬浮物等指标均满足工业回用水要求。讨论了实际运行中“AB”法的运行特点，以及处理水回用于循环水补充水的具体实施。     

秦皇岛市开发区生活污水利用可行性分析

本文通过对秦皇岛经济技术开发区居民小区生活污水进行处理并回用的可行性分析,得出城市生活污水经过适当处理后,完全可以再利用,从而达到节约水资源的目的,实现经济效益与环境效益的统一。     

Steel slags in a landfill top cover – Experiences from a full-scale experiment

A full scale field study has been carried out in order to test and evaluate the use of slags from high-alloy steel production as the construction materials for a final cover of an old municipal landfill. Five test areas were built using different slag mixtures within the barrier layer (liner). The cover consisted of a foundation layer, a liner with a thickness of 0.7 m, a drainage layer of 0.3 m, a protection layer of 1.5 m and a vegetation layer of 0.25 m. The infiltration varied depending on the cover design used, mainly the liner recipe but also over time and was related to seasons and precipitation intensity. The test areas with liners composed of 50% electric arc furnace (EAF) slag and 50% cementitious ladle slag (LS) on a weight basis and with a proper consistence of the protection layer were found to meet the Swedish infiltration criteria of ?50 l (m² a)^?1 for final covers for landfills for non-hazardous waste: the cumulative infiltration rates to date were 44, 19 and 0.4 l (m² a)^?1 for A1, A4 and A5, respectively. Compared to the precipitation, the portion of leachate was always lower after the summer despite high precipitation from June to August. The main reason for this is evapotranspiration but also the fact that the time delay in the leachate formation following a precipitation event has a stronger effect during the shorter summer sampling periods than the long winter periods. Conventional techniques and equipment can be used but close cooperation between all involved partners is crucial in order to achieve the required performance of the cover. This includes planning, method and equipment testing and quality assurance.     

Recycling of FRP composites: reusing fine GFRP waste in concrete mixtures

Fibre reinforced polymer (FRP) materials are being increasingly used in several applications, but especially in the construction and transportation industries. The composites industry is now producing a wide range of FRP products that include strengthening strips and sheets, reinforcing bars, structural profiles, sandwich panels, moulded planks and piping. The waste management of FRP materials, in particular those made with thermosetting resins, is a critical issue for the composites industry because these materials cannot be reprocessed. Therefore, most thermosetting FRP waste is presently sent to landfill, in spite of the significant environmental impact caused by disposing of it in this way. Because more and more waste is being produced throughout the life cycle of FRPs, innovative solutions are needed to manage it. This paper first presents a state-of-the-art review of the present alternatives available to manage FRP waste. It then describes an experimental study conducted on the technical feasibility of incorporating the fine waste generated during the manufacturing of glass fibre reinforced polymer (GFRP) composites in concrete mixtures. Tests were carried out to evaluate the fresh-state and hardened-state properties of concrete mixes in which between 0% and 20% of sand was replaced by GFRP fine waste. Although the incorporation of high proportions of GFRP waste was found to worsen concrete performance in terms of both mechanical and durability-related properties, it seems feasible to incorporate low proportions and reuse GFRP fine waste in concrete, particularly in non-structural applications such as architectural concrete or pavement slabs, where good mechanical properties are less important.