城市生活垃圾焚烧灰渣及其性质分析

2002年，上海有2座生活垃圾焚烧厂将点火运动。每年将产生约18万t左右的焚烧灰渣。在决定灰渣的最终处理处置方案前，应对焚烧灰渣的性质有全面的了解。详细介绍了国外城市生活垃圾焚烧灰渣甚至生位置的不同分类，并介绍了各类灰渣的物理化学性质和工程性质，以及其重金属的浸出特征。对灰渣处理放置或有效利用时需注意的问题作了分析。     

驱动电源对浊度仪半导体激光器的影响

分析了驱动电源及瞬态电压、电流对半导体激光器的影响，提出了防止半导体激光器损坏的措施和建议。     

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。     

Metal distribution characteristic of MSWI bottom ash in view of metal recovery

Bottom ash is the major by-product of municipal solid waste incineration(MSWI), and is often reused as an engineering material, such as road-base aggregate. However, some metals(especially aluminum) in bottom ash can react with water and generate gas that could cause expansion and failure of products containing the ash; these metals must be removed before the ash is utilized. The size distribution and the chemical speciation of metals in the bottom ash from two Chinese MSWI plants were examined in this study, and the recovery potential of metals from the ash was evaluated. The metal concentrations in these bottom ashes were lower than that generated in other developed countries. Specifically, the contents of Al,Fe, Cu and Zn were 18.9–29.2, 25.5–32.3, 0.7–1.0 and 1.6–2.5 g/kg, respectively. Moreover,44.9–57.0 wt.% of Al and 55.6–75.4 wt.% of Fe were distributed in bottom ash particles smaller than 5 mm. Similarly, 46.6–79.7 wt.% of Cu and 42.9–74.2 wt.% of Zn were concentrated in particles smaller than 3 mm. The Fe in the bottom ash mainly existed as hematite, and its chemical speciation was considered to limit the recovery efficiency of magnetic separation.     

基于多线程技术的中国海风暴潮数值预报可视化程序开发

首先简要介绍了中国海的风暴潮及灾害情况,对杭州湾一带的风暴潮进行了重点阐述。在风暴潮二维数值模型FBM的基础上开发了具有可视化界面的数值计算程序,能直观的显示风暴潮发展时历,包括风暴潮最大增水、台风风向和移速。采用了多线程技术,可节省时间,程序具有Windows风格的人机交互界面,操作方便。通过几个算例测试,本程序计算结果符合工程预报需要,可为同类研究做一些参考,具有推广意义。     

云南星云湖南岸生态整治规划

阐述了高原湖泊星云湖的自然条件、污染根源和景观特点,在此基础上通过本项目星云湖南岸(一期)生态整治规划,尝试在整个流域范围内运用GIS分析生态湿地建设、农业面源污染控制和重现滨水空间等,改善星云湖的水质,提高星云湖及周边的生态旅游价值.规划采用顶端控制和底端治理相结合的策略,恢复星云湖流域的生态功能,解决星云湖流域现有...     

卡拉水电站田三滑坡体失稳机理及涌浪计算

结合雅砻江卡拉水电站田三滑坡体工程地质条件,对滑坡变形及涌浪的影响进行深入分析.在总结国内外滑坡涌浪预警实践经验的基础上,研究滑坡运动的过程,对比分析了速度大小、涌浪过程的变化规律.研究表明,在滑坡涌浪的入水初速度及库水深度一定的前提下,田三滑坡体具有初始涌浪高、爬坡高的特点,特别是在库水水位下降时,更要加强监测和预报...     

Use of co-combustion bottom ash to design an acoustic absorbing material for highway noise barriers

The present study aims to determine and evaluate the applicability of a new product consisting of coal bottom ash mixed with Portland cement in the application of highway noise barriers. In order to effectively recycle the bottom ash, the influence of the grain particle size of bottom ash, the thickness of the panel and the combination of different layers with various particle sizes have been studied, as well as some environmental properties including leachability (EN-12457-4, NEN-7345) and radioactivity tests. Based on the obtained results, the acoustic properties of the final composite material were similar or even better than those found in porous concrete used for the same application. According to this study, the material produced presented no environmental risk.     

EXPERIMENTAL DREDGING TO CONVERT LAKE BOTTOM FROM ABIOTIC MUCK TO PRODUCTIVE SAND1

ABSTRACT: Conversion of muck to sand bottom was tested to increase benthic production in two eutrophic Florida lakes, and preliminary results indicate that benthos will be increased in areas converted to sand. Muck removal with a specially designed dredge, or “Mudcat,” was tested in Trout Lake. The Mudcat removed 41,650 cu. yds. of muck and exposed 17 acres of sand bottom, but 10 of those acres developed thin layers of muck, which proved too soft to be picked up by the Mudcat. Consequently, only 7 acres were satisfactorily converted. Bottom redistribution with a suction-type dredge was tested in Lake Carlton, and 14 acres were converted from muck to sand. Sand covered with muck was pumped from midlake areas to more peripheral areas of the lake where water depths were 11 to 13 feet and muck layer about 1.5 feet deep. The bottom was built up to an elevation above the previous muck elevation. Several methods for depositing the sand were tested. Level areas of sand fill developed accumulations of muck from fallout following dredging activity. Piles or dunes provided the best cost-return ratio. The bottom in filled areas changed very little during a 1½ year period following filling.