OPTIMAL IDENTIFICATION OF MUSKINGUM ROUTING COEFFICIENTS1

Traditionally, identification of the Muskingum routing coefficients has been based on observations of the linearity of a loop formed by graphically plotting a forward and a reverse path. This graphical procedure is time-consuming and may not minimize the error of estimation. A procedure was developed to improve the drawbacks of the graphical method. This procedure calls for (a) the use of least square regression on the forward and reverse paths to determine their respective slopes, and (b) the use of statistical t-test to evaluate the hypothesis that these two slopes are equal. The computational procedure is repeated, using incremental values of the flow weighting coefficient, x. A graph of the computed t-value versus x can be constructed. The optimal value of x, as read from the graph, occurs at the minimum computed t-value. The procedure has been demonstrated superior to the graphical method for three illustrative examples, resulting in a reduction of the error squares by factors ranging from 5 to 6.     

A MATHEMATICAL MODEL FOR OPTIMUM DESIGN AND CONTROL OF METROPOLITAN WASTEWATER MANAGEMENT SYSTEMS1

ABSTRACT: A comprehensive mathematical model (Urban Wastewater Management Model) has been developed to continuously simulate time-varying wastewater flows and qualities in complex metropolitan combined sewerage systems. The model serves three functions: (1) assessment of existing or planned system performance in relation to other wastewater discharges in either a metropolitan or river basin area; (2) determination of the optium operation or automatic control of existing or planned systems during rainstorms; and (3) determination of the most economically feasible combination of design alternatives for improving or expanding existing systems to meet specified performance criteria. The model provides an efficient engineering tool for evaluating and controlling pollutant discharges from combined sewerage systems (including treatment plants) to receiving waters, while considering the time and spacial variations of rainfall and dry-weather flows and qualities as well as economic constraints.     

基于道化学法的大型合成氨装置安全评价

根据道化学公司火灾、爆炸危险指数的基本原理。用VH6．0开发的安全评价软件DowSE1．0，对某大型合成氨装置进行安全评价，得出其安全措施补偿前后的火灾、爆炸指数F＆EI以及危险暴露面积，危害系数，危险等级，实际可能财产损失程度等指数。结果表明。合成氨装置中实际最大可能财产损失值都没有超过200万美元，气化系统在合成氨装置中实际最大可能财产损失值占损失替换值比例高达53％，超过了10％的相对危险值界限。说明在引进国外技术时应注重其安全防范配套措施消化吸收，并结合实际采取切实可行的安全措施，降低合成氨装置的风险程度。     

基于优化方法的区域疏散路径规划研究

由于各种灾害的频频发生,对于区域整体及局部的疏散规划方案的研究具有迫切性和必要性。基于传统的迪杰斯特拉算法和回溯法的思想,对矩阵化的地图信息进行处理和计算,得到满足最大疏散人数、总体最短疏散路径、最短疏散时间等优化条件的优化方案。最后将这种方法运用到实际中,得出了某大学校区的路径选择方案。     

连续流动法测定沉积物中的酸挥发性硫化物

优化沉积物中酸挥发性硫化物(Acid Volatile Sulfide,AVS)的提取方法并采用连续流动分析法检测提取液中的硫化物.研究了吸收液的种类、氮气流量与吹气的时间和反应温度对AVS提取效果的影响以优化提取方法.结果表明,与传统的氢氧化钠或硫酸镉-氢氧化钠吸收液相比,以氯化锌-羧甲基纤维素钠溶液为吸收液吸附效率好,稳定性高且无毒.用连续流动分析法检测提取液中的AVS快速、准确、稳定性好.     

关于重量法测定硫酸盐化速率的不确定度分析

碳酸钾溶液浸渍过的玻璃纤维滤膜曝露于空气中,与空气中的二氧化硫、硫酸雾、硫化氢等发生反应,生成硫酸盐。测定生成的硫酸盐含量,计算硫酸盐化速率。不确定度的来源主要包括:样品重复性分析、电子天平称量等。评定结果为硫酸盐化速率的不确定度(2.90±0.06)(SO3),mg/(100cm2碱片·d),k=2。     

泰来县庄园式治沙做法及效益浅析

黑龙江省西部泰来县在典型风沙干旱区,环境极其恶劣的沙带上,通过多年的探索和实践,已创建了庄园式生态经济型治沙的有效成功模式,明显地改善了当地生产、生存、生态环境,同时取得了显著的经济效益和社会效益.     

Application of cavitational reactors for water disinfection: current status and path forward

Cavitational reactors are a novel and promising form of multiphase reactors, based on the principle of release of large magnitude of energy due to the violent collapse of the cavities. An overview of cavitational reactors in the specific area of water disinfection, in terms of the basic mechanism, different reactor designs including recommendations for optimum operating parameters and applicability of the cavitation phenomena for disinfection of different micro-organisms have been presented. A design of a pilot scale sonochemical reactor has been presented, which forms the basis for development of industrial scale reactors. Economic analysis for comparison of cavitation phenomena with other conventional techniques of disinfection has been discussed. It appears that though cavitation is quite successful in treatment of water at laboratory scale operations, comparatively higher cost of treatment as compared to the conventional chemical methods is a hindrance in its industrial scale application. Intensification of cavitational activity and efficient design of industrial scale hydrodynamic cavitation reactors is required for ensuring successful application of cavitational reactors at industrial scale operation.     

福建省生产废水和生活污水污染物排放的驱动力及其时空分异

采用对数平均迪氏指数方法,区分生产和生活两个体系,构建时空分解分析模型,追踪了福建省9个设区市2011—2019年水污染物排放变化的关键驱动力及其贡献的时空差异.结果显示：研究期内福建省工业废水污染物排放持续减少,并且各驱动力贡献的区域差距明显变小,趋于平衡;生活污水污染物排放量仍保持高位,各驱动力贡献的区域差距基本保持不变.其中,经济规模扩张是福建省水污染物排放的主导驱动力,主要源于福州、厦门、泉州经济赶超发展影响;城镇化发展对区域生活污水污染物排放的驱动影响表现为增排效应,以福州和厦门尤为显著;工业化发展对区域工业废水污染物排放的影响效应由正驱动逐渐转变为负驱动,这主要归功于三明和泉州产业结构调整优化的拉动 效应;技术效应一直是福建省水污染物排放控制的重要驱动力,但部分地区已逐渐步入生活污染物技术减排攻坚期.     

RESEARCH: Optimizing the Mix of Strategies for Control of Vehicular Emissions

/ A number of strategies for the control of vehicular emissions are being considered by the Philippine government to address Metropolitan Manila's air quality problem. An analytical tool is needed for optimizing criteria pollutant reductions given the budgetary constraints. The simplest approach is to take costs and pollutant removals to be linear with each strategy's scale of activity, and this is readily solved as a linear programming problem. Another approach is to use a dynamic system of weights which shift with progressive improvements in pollutant emissions. The two approaches yield somewhat different results, suggesting the sensitivity of the solution to the assumed weights. The study also illustrates the importance of a sound methodology for evaluating priorities given to different air quality goals. One such methodology may involve a polling of expert panels and the public to gain insight into the relative importance given to competing emissions reduction goals. An informal polling of resource agency staff was conducted and discussed in this paper. The authors take the position that proper planning involves tracing intermediate steps to the final outcome and not just focusing on the latter.KEY WORDS: Vehicular emissions; Urban air quality; Emissions control; Optimization; Manila; Environmental systems analysis