不同中水回用模式的技术经济分析

根据国内外中水回用的工程实践，总结了目前城市中水回用的典型处理工艺、回用途径，提出了城市中水回用的7种模式，从技术经济角度分别对这几种模式进行了分析，提出了适合我国国情的城市中水回用模式，展望了我国中水回用的发展趋势。     

混凝沉淀/CASS/砂滤工艺处理漂染废水

漂染废水具有有机物含量高、色度较大的特点。采用混凝沉淀／CASS／砂滤工艺处理漂染废水，系统运行稳定、效率高、成本低。工程运行结果表明，处理后出水水质优于《纺织染整工业水污染物排放标准》（GB4287-1992）一级标准，85％的处理出水可回用于生产中的漂洗工序。     

钢筋混凝土受弯构件裂缝宽度计算方法的比较

对国内外规范采用的裂缝宽度计算公式进行了比较分析。此外，根据国内外大量的受弯构件裂缝宽度试验数据，对这些裂缝宽度计算公式的精度进行了计算和比较研究。基于对比分析结果，结合大量的受弯构件裂缝宽度试验数据，对采用GB50010—2002《混凝土结构设计规范》的裂缝宽度计算模式，建议了受弯构件钢筋水平位置处及受拉表面裂缝宽度计算公式，该公式的计算结果与试验数据吻合较好。     

地下水人工回灌与再利用

本文介绍了目前国际上地下水人工回灌与再利用的基本情况；分析和总结了管井堵塞的主要原因和相应的解决措施；对人工回灌中的地下水质保护问题进行了简要的阐述。     

新西兰性能化防火设计规范的实施现状及其对我国消防的启示

随着经济的飞速发展，世界上许多国家出现了高层化和大型化的建筑，使得建筑规范从处方式规范转变到性能化设计规范。性能化防火设计规范已经在多个国家制定和实施。新西兰于1991年颁布了性能化为基础的建筑规范。以及给整个社会带来的影响，其中最主要的变化就是从强调财产保护转变到强调生命安全保护。结合我国的实际情况，提出了发展我国性能化设计的一些建议和想法。     

城镇燃气设计规范煤制气部分的修编

分析了我国煤制气的现状，介绍了城镇燃气设计规范煤制气部分修编的主要内容。     

德国新型建筑节能理念与应用

介绍了德国当前的建筑节能理念和实际技术的应用,并针对中国目前情况提出建筑生态节能设计系统的概念及其重要组成部分;建筑整体的能量平衡系统设计;优秀的建筑构造系统设计和正确地选用建筑材料和技术设备系统。     

新疆永安坝混凝土的碳硫硅钙石型硫酸盐腐蚀

通过对新疆永安坝混凝土样品的扫描电镜、能谱分析和X射线衍射分析,结合永安坝所用原材料、所处地理环境和气候等特征,发现永安坝混凝土所遭受的腐蚀为碳硫硅钙石型硫酸盐腐蚀。这是在我国发现的首例碳硫硅钙石型硫酸盐腐蚀。文章还探讨了碳硫硅钙石的形成机理,提出了防止腐蚀的初步设想。     

汉口原租界区内近代产业建筑保护和再利用研究——以日军汽船仓库为例

该文对汉口原租界内近代产业建筑的历史和一元片区近代产业建筑遗存现状进行调查研究．并以原日军汽船仓库的再利用为例．指出汉口原租界内近代产业建筑再利用存在的问题，试图唤起大家对武汉历史性产业建筑保护和再利用的重视．并对现状提出几点对策。     

Soil salinity of urban turf areas irrigated with saline water: I. Spatial variability

With increasing use of saline water for irrigating urban landscapes, soil salinization is becoming a concern. This study examined spatial variation in soil salinity over the length of selected fairways at five golf courses, and of large turf areas at two public parks located in west Texas and southern New Mexico. Salinity of water used for irrigation ranged from 680 to 2700 mg L⁻¹, and the sites consisted mostly of Aridisols (upland soils) or Entisols (alluvial soils). Soil salinity distribution at sites consisting of deep Aridisols was spatially independent with the coefficient of variability (CV) ranging from 24 to 42%. The sites consisting of shallow Aridisols over a calcic horizon had erratic and random soil salinity distributions with an average CV of 37%. Since soil salinity distributions in Aridisols and Alfisols appeared to be spatially independent within the distance of fairways, soil sampling adequacy can be determined by the conventional probability statistics. However, salinity distributions at Entisols sites were spatially dependant to a length of 100 m or more. In addition, the clayey Entisols used for public parks had high levels of salt accumulation (>10 dS m⁻¹ in the saturation extract) with the CV exceeding 60%. When salinity readings were stratified by soil type distribution, the CV was reduced to 28% on the average. The number of samples required to obtain the mean salinity over a typical length of fairways (250–300 m) within a deviate range of 20% averaged 6 in deep sandy Aridisols and Alfisols, and 13 each in other cases, provided that sampling of Entisols is made based on soil type distributions. These sampling requirements are greater than those for field soil moisture or saturation water contents. The spacing to collect the required number of samples over the prevailing length of fairways was between 23 and 38 m. Soil sampling for salinity appraisal is most problematic in Entisols, but can be made simple if a detailed soil map is available. In Aridisols containing a calcic horizon, it is probable to have saline spots over poorly permeable caliche.