低营养低温条件下双膜法水处理系统的改进

膜分离技术中的MBR与RO组合工艺具有出水水质好、占地面积小、便于自动控制、运行稳定等优点。但在运行过程中,膜会发生不同程度的污堵,如何减缓膜污染的发生及让系统稳定高效的运行是膜法水处理技术面临的主要问题。通过优化生化系统的菌群结构,提高生化出水水质,可有效减缓MBR膜污染的发生,从而使生化＋ MBR系统的整体运行效果大大增强;通过在MBR和RO之间增设汽水换热系统,可克服冬季低温对RO系统运行的影响,提高MBR ＋ RO组合工艺的产水率,节省运行能耗。     

膜法处理低温低浊水技术综述

低温低浊水的处理是给水处理的一个难点.分析了常规混凝方法难处理低温低浊水的原因,介绍和比较了膜处理低温低浊水的4种方法.研究结果表明,膜法出水水质好、稳定,采用低压膜直接过滤降低能耗,节省药剂投加费用;混凝-超滤工艺中加入粉末活性炭后可增加溶解性有机物的去除,膜生物反应器能有效去除氨氮.膜法处理低温低浊水对浊度和有机物的去除明显好于传统工艺,能提供水质良好的饮用水,是低温低浊水处理的发展方向.     

膜技术在水资源开发利用中的应用

本文叙述了膜技术在海水、苦咸水淡化、水质净化、地下水补充、改造传统工艺实现清洁生产与废水深度处理回用与资源化中的应用现状，展望了我国膜法水处理技术在可持续发展中的前景。     

气田水处理药剂的筛选及应用

为了确保气田水水质处理效果,除正确选择水处理工艺和装置外,还必须选择相应的化学处理药剂。针对川东气田水水质状况,对多种絮凝剂进行了评价和筛选室内实验。综合考虑5种药剂性能和价格,无机絮凝剂选择TSY4-1效果较好;综合考虑5种处理方法的效果和药剂价格,选择TSY4-2有机絮凝剂作有机浮选剂效果较好。为验证室内实验结果,在川东气田池34井和卧20井气田水处理站分别进行了现场应用实验。结果表明筛选的组合配方药剂完全能够替代进口水处理药剂,能满足川东气田水水质处理的需要。     

汽车制造厂废水处理工程实例分析

采用二级混凝-气浮-水解酸化-SBR-过滤工艺，对某汽车制造厂的混合废水（包括脱脂废水、电泳废水、磷化废水和生活污水等）进行处理。经过对处理工艺进出水主要水质指标连续1个月的监测，发现COD去除率可达92．5％，SS去除率可达95．2％，NH3-N去除率可达58％，TP去除率可达96．7％，出水水质符合国家《污水综合排放标准》（GB8978—1996）一级排放标准，吨水处理成本为1．6元／t，系统运行稳定，具有明显的经济、环保和社会效益。t     

长庆油田水处理新技术研究

长庆油房庄油田水经过处理后仍具有较高的矿化度、较多的悬浮物及残留油,同时其SRB严重超标。现场处理水质不稳定,在进行回注时与地层的配伍性较差。针对这些情况,研究了一种新型的水处理工艺技术。对成垢离子调整剂、水质净化剂和成垢离子钝化剂进行了筛选,并对含油污水的成垢离子含量及比例进行了调整。运用这种技术,使油房庄油田水经处理后达到回注水的标准,且提高了与地层的配伍性。同时提出了新型水处理技术的工艺流程。     

炼油污水回用处理RO系统的稳定运行及维护

文章介绍了兰州石化公司炼油污水深度处理反渗透(RO)系统的工艺流程及维护。通过进出水电导率、产水回收率等变化情况,分析了RO系统的运行状况。得知:运用此系统,反渗透系统产水回收率达到65%～70%,系统脱盐率在99%以上,产水可以满足一级除盐水要求,实现了装置稳定运行的目标。     

新疆油田采出水处理技术

近几年新疆油田研究成功对采出水的处理技术,根据油田采出水水质特点、水处理药剂的反应机理、水处理药剂与原水的混合机理、絮体长大的机理及絮体沉淀的机理,采用了稠油污水微涡旋处理技术,高效水质净化与稳定技术等,处理后的污水又用于回注,降低了运行成本,减少了环境污染。     

中国石油采出水水质达标率超94%

<正>中国石油已建成各类采出水处理站630多座、含油污泥处理站26座,采出水水质综合达标率达到94.08%,为促进油田高产稳产、保护环境等发挥了重要作用。规章立制,提高水质达标率。2012年,中国石油发布《注水开发油田水处理和注水系统地面生产管理规定》,使注水开发油田水处理和注水地面生产管理工作有章可循。各油田进一步制定完善实施细则、标准规范和测试评价方法等,有力推动水系统工作标准化和规范化。     

接触氧化法在油田含聚采出水中的应用实例

介绍了聚结除油─生物接触氧化─气浮工艺在新疆油田高含聚采出水处理中的应用。采出水处理规模为6 000m3/d,设计进水聚合物、悬浮物和含油浓度分别为600,300,3 000mg/L,经过一系列物理沉降和生化处理,出水悬浮物和含油浓度均可达到≤20mg/L,出水水质可满足Q/SY XJ0030─2015《油田注入水分级水质指标》中所规定的高渗注水要求。生物接触氧化法处理含聚采出水具有处理成本低,处理效果稳定的特点,采出水处理成本为1.66元/m~3,具有良好的经济效益和环境效益。     

电脱盐废水处理技术现状

近几年,随着原料油的劣质化、重质化、乳化严重,造成电脱盐装置在运行过程中乳化困难,从而导致原油电脱盐脱水合格率低。文章介绍了石油炼制企业电脱盐废水的概况和水质特点,针对原油性质恶化、原油预沉降处理时间不够和石油炼制工艺差异三个因素,分析了其对电脱盐废水的盐含量、金属离子含量、酸值、胶质沥青质含量、乳化程度等水质水量特征的影响。介绍了目前电脱盐废水处理技术的进展,结合几个典型炼化企业电脱盐废水处理工艺应用现状,展望了电脱盐废水处理技术的发展趋势。     

膜法脱盐技术在钢铁企业污水回用中的应用分析

钢铁企业综合污水处理厂的出水脱盐处理回用具有重要意义,本文对国内一些钢铁企业采用的膜法脱盐技术的优缺点进行了分析,并提出了改进方案。     

DESALTING SALINE WATER FOR IRRIGATION A CASE STUDY,COACHELLA AREA,CALIFORNIA1

ABSTRACT .A case study was performed to evaluate potential applications of desalted saline water for agriculture using 2 distillation type processes and 2 membrane type processes. The investigation determined the costs and benefits associated with desalting saline water at concentrations of 1,500, 900, 400, 200, and 50 ppm. Benefits from desalting are generated by shifts to more profitable crops, reduced costs for drainage, and reduction in fertilizer and labor requirements with better quality water. Costs are based on the project features such as desalting plants, raw water diversion facilities, storage reservoirs, conveyance and distribution systems, brine disposal, blending facilities, and gypsum addition systems. Hydrologic studies determined the crop irrigation requirements, water demand schedules, desalted water storage requirements, brine disposal requirements, and size of facilities required. Reconnaissance design layouts were made for producing desalted water using a combination of 14 schemes. The study also included a review of irrigation practices. The benefit-cost ratios range from 0.4 to 1.0 for 1,500 ppm irrigation water to 0.8 to 1.0 for 50 and 200 ppm water. Investment costs per acre are high, ranging from $12,900 to $20,900. Irrigation benefits are based on the increase in production from a desert condition with no water supply to the irrigation conditions studied.     

膜分离技术在钢铁废水处理中的应用研究

针对我国钢铁行业产生的废水特征,分析了膜分离法在废水处理中的应用,包括微滤法在去除废水中的悬浮物、胶体和微生物的应用,超滤法在冷轧废水中除油的工艺和超滤在反渗透进水前的预处理过程,以及反渗透法对废水的脱盐工艺;总结了膜分离技术存在的问题。     

THE OPTIMAL TIME TO START THE OPERATION OF A DESALTING PLANT IN ISRAEL1

The study contains the methodology of finding the optimal time to start the operation of a desalting plant or any other non conventional source of water for agricultural use in Israel. The essence of the methodology is the moving equilibrium price and quantity of agricultural products. The market of agricultural products is represented by a single demand curve and a supply curve which is derived from the agricultural sector production function. Both the demand for and the supply of agricultural products functions are shifting over time. The marginal value product of water is the critical value that determines the optimal time of a desalting plant. The study is static in the sense that dynamic aspects per se are not dealt with-e.g. learning by doing of building and operating desalting plants. The empirical results although used for illustrative purposes can be used as reference points for other detailed and more ‘exact’ studies on water desalination.     

A COMPUTER SIMULATION PROGRAM FOR OPTIMIZING CONJUNCTIVE OPERATION OF DESALTING PLANTS1

ABSTRACT .Desalting plants can provide a means of firming up erratic natural supplies when properly operated in conjunction with existing water supply reservoir systems. Since the natural inflow is variable, the choice of when to run the desalting plant is difficult. If the plant is turned on too late, a shortage may result; or if the plant runs too long, costly water may be wasted. A computer program is described that can help water planners find an optimal operating rule, i.e., a policy that tells when to turn the plant on and off to meet a given demand. Criteria for defining the firm water yield of the system (with and without desalting) are first defined. The logic of the program is then described. The program, written in FORTRAN IV, successively simulates operation of the given size reservoir-desalting plant system under control of various operating rules and selects the optimal rule as the one which produces the required firm water yield at the least unit cost. The optimal plant size and the staging of construction can also be studied by making a series of computations. Applications of the Operating Rule Program to water systems in California, Utah and New York are described. The studies show that, compared with base load operation, substantial savings are possible if optimum intermittent conjunctive operation of the desalting plant is followed.     

OPTIMIZATION IN MUNICIPAL WATER SUPPLY SYSTEM DESIGN1

ABSTRACT. The design of a municipal water supply system may involve utilizing singly or in combination a conventional water supply, a desalted water supply, and a supply from a recharged aquifer reservoir. Optimization of the design requires a model formulated in a way that modern methods of systems analysis can be used. This study concerns the formulation, solution, and evaluation of a mathematical model of a municipal water supply system that includes a supply from a variable quality output desalting plant. The combined system is operated in conjunction with an artificially recharged aquifer reservoir. Also considered are short periods of water shortages. The model is set up in an approximate linear programming format, and the optimum solution (minimum cost) is found. The model is tested by applying it to the design of a supply system to meet the 1985 estimated water demand of the city of Lincoln, Nebraska. Results of this test indicate that the artificial reservoir and the existing conventional supply system are capable of supplying that demand during all but the peak period. An electrodialysis desalting system is used in this analysis. It is competitive only when the length of transmission pipeline for a conventional supply system approaches 90 miles. The model is formulated in a general way so that it can be applied to almost all situations encountered in municipal water supply design, as well as to the specific system designated for this study.     

Integrating water-quality management and land-use planning in a watershed context

The spatial relationships between land uses and river-water quality measured with biological, water chemistry, and habitat indicators were analyzed in the Little Miami River watershed, OH, USA. Data obtained from various federal and state agencies were integrated with Geographic Information System spatial analysis functions. After statistically analyzing the spatial patterns of the water quality in receiving rivers and land uses and other point pollution sources in the watershed, the results showed that the water biotic quality did not degrade significantly below wastewater treatment plants. However, significantly lower water quality was found in areas downstream from high human impact areas where urban land was dominated or near point pollution sources. The study exhibits the importance of integrating water-quality management and land-use planning. Planners and policy-makers at different levels should bring stakeholders together, based on the understanding of land-water relationship in a watershed, to prevent pollution from happening and to plan for a sustainable future.     

Application of integrated micro sensor in internal measurement of high temperature fuel cell

This study developed an integrated (flow, voltage, and temperature) micro sensor using the micro-electro-mechanical systems (MEMS) technology. It was inserted into the high temperature proton exchange membrane fuel cell (HT-PEMFC) for local real-time measurement. The integrated micro sensor is made of 40 µm thick stainless steel base material, and its protective layer is formed by polyimide (PI) that has better temperature resistance. The integrated micro sensor has three functions, and is favorably characterized by small size, good acid resistance and temperature resistance, quick response, real-time measurement, and being able to be put in any place for measurement. After calibration, and its reliability confirmed, the integrated micro sensor is inserted into the HT-PEMFC for local microcosmic measurement.     

基于常规处理的微污染水源水处理工艺改进措施简

我国大部分给水处理厂主要采用混凝-沉淀-过滤-消毒的常规处理工艺,该工艺对有机物、氨氮等去除效果有限,同时存在消毒副产物残留等问题。根据我国经济发展现状,分析了常规处理工艺的改进措施,包括对常规工艺进行强化,在常规处理工艺之前增加预吸附和预氧化,在常规处理工艺之后增加臭氧-生物活性炭吸附、膜处理等。这些措施在保留原处理工艺的基础上,通过调整操作条件或增加处理设施来改善出水水质,具有投资少、见效快的特点。