济南市南部山区降雨特性分析

通过对济南市南部山区50年降雨资料的分析,得出南部山区年降雨量为648mm,降雨季节性明显,降雨量主要集中在6-8月份的降雨特点;采用皮尔逊Ⅲ型曲线拟合了降雨频率曲线,分析了降雨量与频率之间的关系,得出年降雨量在1000mm以上的频率是2%,年降雨量在640mm以上的频率是50%。最后采用一维坡地径流模型对南部山区内的典型丘陵的产流量进行了模拟计算,模拟结果和实测值吻合较好。     

中国21世纪城市供水新概念--分质供水

结合我国城市一直使用的统一给水方式已与当前水资源紧缺，用水多样化，人们饮用水质质化的状况极不适应的情况，提出对传统的给水方式进行改革的最适宜方式是分质供水。     

Electricity supply industry in North America

This paper describes the electricity supply system in the USA and Canada based on an analysis of the performance characteristics of the North America Electric Reliability Councils which regulate the interlinked generation capabilities of the two countries. It is shown that whereas the national average efficiency of production and delivery of electricity in the USA is 32%, the actual value varies between 22% and 47% depending on geographical location. For Canada, the range is 32% to 68% with a national average of 43%. A detailed analysis of the dependence of each area on the different primary fuels is also given.     

乡镇工业电镀行业主要污染物排放量的估算方法

电镀分有氰电镀与无氰电镀两类。乡镇工业电镀行业的环境污染最主要是氰污染和铬污染。本文针对乡镇电镀行业的特点,调查了湖南省沅江市、四川省新都县、湖北省黄陂县、汉川县以及江苏省部分县市乡镇电镀厂,将收集资料及实际监测资料进行回归分析,得出乡镇电镀行业的污染物发生量大小与原材料的消耗有关,可以用多元回归方程估算乡镇电镀行业主要污染物发生量。这一估算方法简单易行,实用可靠,操作方便。     

应用指数平滑法建立城市工业三废排放量预测模型

指数平滑法是常用的一种时间序列预测方法，但用于环境预测的先例则较少。本文以南通市１９８１－１９９０年工业三废排放量时间序列为例，简要介绍了该法的原理以及平滑计算、建模、预测和精度分析的过程，并对其在环境预测中的应用效果进行了探讨，结果表明，该法与目前环境预测中常用的回归法相比，具有数据来源较易，不需要特殊分布，计算简单，精度较高等明显的优点，充分显示出该法在环境预测中应用的可行性。     

VOCs气体在活性炭上的二元吸附过程研究

采用穿透曲线法研究了4种VOCs在活性炭上的的二元吸附过程。研究表明:对于甲苯-苯、甲苯-丙酮、甲苯-乙酸乙酯、苯-丙酮、丙酮-乙酸乙酯二元吸附体系,吸附过程存在置换作用,即随着高沸点组分在床层内吸附量的逐渐增加,相对挥发性大的低沸点组分重新汽化而脱附,出现高沸点组分置换低沸点组分的现象,表现为被置换组分的穿透曲线上出现峰值。之后随着高沸点组分吸附趋于饱和,置换作用停止,低沸点组分吸附也趋于平衡。但对于沸点相近的苯-乙酸乙酯二元体系,吸附过程没有明显的置换现象。吸附量的计算结果表明,有机物在二元体系中的吸附量较同等条件时的单组分吸附量均有不同程度的降低,其中被置换组分降低程度较大,但总吸附量可近似按照浓度为二元组分总浓度低沸点组分的平衡吸附量的近似法计算,平均误差为7.9%。     

三普2#地热站供热工程设计方案优化分析

通过分析地热供热的相关概念，建立了高效利用地热能源的一系列实现途径。根据工程的基础材料，从技术和经济方面对单纯地热供热方案、地热燃气调峰方案、热泵配置方案以及最终的组合方案进行了优化和调整，从而为三普2#地热井供热工程提供了优化方案，提高了该地区的地热利用率。     

A “RATIONAL” POLICY FOR THE ENERGY AND ENVIRONMENTAL CRISES1

ABSTRACT: The present energy and environmental crises are due to increasing per capita demands as well as increasing populations. The role that traditional pricing policies have played in promoting these demands is discussed. The reduction or stabilizing of per capita demands is advocated through the use of Conservational Pricing mechanisms which charge higher average prices for high consumption. An example of the effect of Conservational Pricing in the water supply industry is given.     

跨世纪时期的世界矿产资源形势和我国的对策

本文研究分析了世界资源、尤其是矿产资源的供需形势,以及全球资源紧张与危机的状况和发展趋势。结合我国资源状况和国情,从经济、社会长期发展战略角度,论述了客观分析、参与研究国际及我国社会基础资源问题的重要性、紧迫性,并提出建立我国资源供需持续、稳定、协调发展的方略对策。     

PEAK PERIOD DESIGN STANDARDS FOR SMALL WESTERN U.S. WATER SUPPLY SYSTEMS1

ABSTRACT: In order to determine design capacities for various components of municipal and rural domestic water supply systems, engineers must estimate water requirements for an entire year (water rights), for the peak season (reservoir storage), for the peak day (pump or treatment plant size), and for peak hour (pipeline sizes). Historically, per capita water use rates have varied greatly between systems, particularly in semiarid regions where outdoor demands are large. The resulting uncertainty in design capacity estimates can cause either inadequate capacities or premature investment. In order to minimize that uncertainty multiple regression and frequency analyses were made of the various water demand parameters mentioned above for 14 systems in Utah and Colorado. Specifically, demand functions are reported for average month, peak month, and peak day. Peak hour demands were also studied but are reported in a different paper. The independent variables which were significant for monthly and daily demands were price of water and an outdoor use index which includes the effect of variation in landscaped area and accounts for use of supplementary ditch or pressure irrigation systems. The demand functions were developed with data from systems varying in size from very small low density rural systems to Salt Lake City's water system. The correlation coefficients (R²) vary from 0.80 to 0.95.