岷江都江堰段水环境容量计算及水质综合评价

岷江水域兼有灌溉，供水，发电等多重功能。本文对岷江都江堰段水环境现状进行了模糊综合评价，并计算了水环境容量。     

高层建筑物附近架空高压输电线路的走廊问题

采用镜像法实例计算了高层建筑物附近架空高压输电线路的工频电场和无线电干扰场强，并从电磁环评的角度对输电线路走廊的选择提出了一些建议。     

生态足迹分析方法及其在国内的应用

生态足迹分析方法是90年代提出的可以定量的反映一个国家、地区、城市的可持续发展程度分析的计算模型。本文介绍了生态足迹模型的理论依据和计算方法，分析了生态足迹分析方法在我国的应用，并且指出了生态足迹分析方法的优缺点及其改进。     

芜湖市生态占用测度方法的分析与应用

应用Wackemagel等提出的生态占用测度方法对芜湖市2004年的生态占用和生态容量进行了分析和计算。利用生态占用分析方法从宏观上度量了芜湖市社会经济发展的可持续性以及生态状况。结果表明，计算年的人均生态赤字为3．757429226hm^2．并提出了相应的对策和措施，为芜湖市建设“生态城市”提供量化依据。     

安徽省土地资源人口承载力的动态研究

基于《安徽省统计年鉴》，对全省近10年的土地资源、粮食生产及人口增长状况进行了分析。在此基础上，运用相关数学模型对2005-2020年全省人口数量、耕地面积和粮食单产分别进行了预测。为了提高预测精确度，取各种预测方法的平均值。根据安徽省情将其划分为温饱型、小康型和富裕型三档生活标准，分别探讨了预测期内安徽省土地承载力状况，提出了相应的发展对策和建议，为全省发展粮食生产提供科学依据。     

高耸建筑物定向爆破中切口长度安全范围的研究

爆破拆除高耸筒体结构时 ,爆破切口长度的合理选取是爆破成功的重要因素。目前的实践经验 ,爆破切口长度取为切口处筒体圆周长的 6 0 %～ 6 6 % (即 3/ 5～ 2 / 3) ,按此取值范围进行施工 ,爆破效果的好坏并存 ,事故仍有发生 ,这说明此取值范围偏大。借助有限元软件ANSYS ,通过数值计算 ,可获得起爆瞬间 ,在结构自重作用下引起的爆破切口支撑部的应力与应变状态 ,因而 ,可分析出爆破切口长度较安全的取值范围。对比实际拆除爆破的效果 ,爆破切口长度取切口处筒体圆周长的 6 2 %～ 6 4 %是比较安全适宜的。数值分析所得出的结论 ,对爆破设计施工有一定的借鉴意义     

城市污水处理厂建设中节省投资措施

以某污水处理厂工程建设为例，从不同的角度提出在污水处理厂建设过程中节省投资的一些措施。     

环评中锅炉房大气污染源强的确定

在环境评价中,污染源强的确定对环境影响因素评价的分析结果有重要作用。对锅炉房污染物排放的分析表明,影响锅炉房大气污染物的主要因素有燃料的构成、发热量和燃烧方式等。确定锅炉房大气污染物的方法主要有物料衡算法、实测法和经验系数法。在这三种方法中,物料衡算法被普遍采用。在确定锅炉房大气污染物的排放量时,也可以采用物料衡算法和实测法相结合的方法。     

NITROGEN AND ORGANIC MATTER LOSSES IN NO‐TILL CORN CROPPING SYSTEMS1

ABSTRACT: Intensive cropping systems based on mechanical movement of soil have induced land degradation in most agricultural areas due to soil erosion and soil fertility losses. Thus, farmers have been increasing fertilization rates to maintain an economically competitive crop yield. This practice has resulted in water quality degradation and lake eutrophication in many agricultural watersheds. Research was conducted in the Patzcuaro watershed in central Mexico to develop appropriate technology that prevents nonpoint source pollution from fertilizers. Organic matter (OM) and nitrogen (N) losses in runoff and nitrate (NO₃‐N) percolation in Andisols with corn under conventional till (CT) and no‐till (NT) treatments using variable percentages of crop residue as soil cover were investigated for steep‐slope agriculture. USLE type runoff plots were used to collect water runoff, while suction tubes with porous caps at 30, 60, and 90 cm depth were used to sample soil water solutes for NO₃‐N analyses. Results indicated a significant reduction of N and OM losses in runoff as residue cover increased in the NT treatments. Inorganic N in runoff was 25 kg/ha for NT without residue cover (NT‐0) and 6 kg/ha for the NT with 100 percent residue cover (NT‐100). Organic matter losses in runoff were 157 and 24 kg/ha for the NT‐0 and NT‐100 treatments, respectively. Nitrate‐N percolation was evident in CT and NT with 100 percent residue cover (NT‐100). However, NT‐100 had higher NO₃‐N concentration at the root zone, suggesting the possibility of reducing fertilization rates with the use of NT treatments.     

MODELING THE IMPACT OF MULTICOMPONENT VOCs ON GROUND WATER USING THE STEFAN‐MAXWELL EQUATION1

ABSTRACT: Computer programs that model the fate and transport of organic contaminants through porous media typically use Fick's first law to calculate vapor phase diffusion. Fick's first law, however, is limited to the case of a single, dilute species diffusing into a stagnant, high concentration, bulk vapor phase. When dealing with more than one diffusing species and at higher concentrations, the multicomponent coupling effects on vapor phase diffusion and advection of the various constituents become significant. VLEACH, a one‐dimensional finite difference model developed for the U.S. Environmental Protection Agency (USEPA), is typical of the models using Fick's first law to model vapor‐phase diffusion. The VLEACH model was modified to accommodate up to 10 components and to calculate the binary diffusion coefficients for each of the components based on molecular weight, molecular volume, temperature and pressure, and to address the coupling effects on multiple component vapor phase diffusion and its impact on ground water. The resulting model was renamed MC‐CHEMSOIL. At low vapor phase concentrations, MC‐CHEMSOIL predicts identical ground water impacts (dissolved phase loading) to those from VLEACH 2.2a. At higher vapor phase concentrations, however, the relative difference between the models exceeded 20 percent.