用潜坝对抚州市南区水厂取水口淤沙进行治理

多沙河流中的水厂取水口，枯水期经常存在淤沙，影响抽水。以往的治理方法多是采用丁坝群束水冲沙，但坝田淤高有碍行洪，对城市防洪不利．南区水厂采用潜坝方案，兼顾防洪．通航等要求，缩小治理范围，用十分简易的方法获得成功，且投资更省，值得在类似工程中推广运用．     

Selection of NF membrane to improve quality of chemically treated surface water

The requirement for higher quality drinking water necessitates the application of more efficient water treatment techniques. Nanofiltration is one promising option for enhanced water treatment, for example, in enhanced organic matter removal. The characteristics of different nanofiltration membranes vary remarkably, and the selection of a membrane has to be made according to the requirements of an application. In this study six nanofiltration membranes (NF70, NF255, NTR-7450, NTR-7410, Desal-5 and TFC-S) were evaluated in improving the quality of chemically pre-treated surface water in a pilot-scale process. The results indicate that the membrane with high organics removal and slightly reduced ion removal characteristics (NF255) performed best in terms of product water quality as well as membrane productivity and fouling. The most permeable membrane (NTR-7410) suffered intensive fouling and insufficient product water quality. An interesting finding was that the permeates of all the tested membranes possessed a significant potential for microbial growth, despite the low nutrient contents.     

基于专家控制器的水厂加氯串级控制系统

水厂加氯消毒是保证自来水品质的关键环节之一。由于加氯系统具有大时延和时变性的特点,加之系统的干扰因素较多,常规的PID控制器往往难以胜任。采用专家控制与传统串级控制相结合的加氯系统自动控制方案,能有效地解决上述问题。在工程上,通过将该方案与PLC和组态软件技术相结合,成功实现了对南京市某水厂加氯工艺的自动控制,并取得了良好的控制效果。     

Formation of Oxamic Acid During Drinking Water Treatment

Although oxamic acid has been identified as an ozone oxidation product from several precursor compounds, concentrations for drinking water have not been published previously. This study shows results from a full-scale drinking water treatment plant, noting that the mean concentrations for oxamic acid reached 21.3 μg/L after ozonation and prior to filtration. Subsequent multiple-layer filtration removed 85% of oxamic acid on average, and mean concentrations in drinking water were 2 μg/L. Up to 5.9% of the oxamic acid found in ozone-treated groundwater may be formed from Chloridazon metabolites.     

长桥水厂排泥水处理及板框压滤机系统

在给水厂生产废水处理工艺中有不少采用了板框压滤机脱水系统.对长桥水厂60万m3/d排泥水处理及板框压滤机系统概况、运行情况、系统特点进行了介绍,并针对滤板数量估算、大型板框压滤机进泥排水均匀性、全自动滤布抖动装置、进泥泵形式等设计运行的经验和需关注的问题提出了看法.     

铁盐与阴离子型PAM联合调质处理给水厂排泥水试验研究

采用铁盐与阴离子型PAM联合调质方式对给水厂排泥水进行调质试验.试验条件下,AN910PWG投加率为2‰,铁盐与其投加质量比为1时,调质后污泥絮体颗粒较大,沉速为3.18 mm/s,污泥比阻为4×1011 m/kg,上清液浊度为10 NTU,与阳离子型FO4240SH投加率为4‰时的调质效果相当,但药剂费用节约显著.     

无锡市充山水厂深度处理技术改造工程

无锡市充山水厂原采用常规处理工艺,由于太湖水源水污染,特别是有机物、氨氮和藻类污染日趋严重,使出厂水水质安全性难以得到保障.因此在中试基础上对充山水厂进行了技术改造,改造后新工艺为:BIOSMEDI生物滤池-气浮池-臭氧接触池-生物活性炭过滤器-石英砂过滤器,并将消毒剂由原来的氯改为ClO2.改造后的运行结果表明,出厂水水质完全达到《城市供水水质标准》(CJ/T 206-2005).改造工程设计规模1万m3/d,总投资1 500万元,水厂运行费0.86元/m3,较原常规处理增加0.17元/m3.     

城镇给水厂节水策略及效益分析

针对目前我国城镇给水厂自用水率高、水资源浪费严重的问题,开展了节水策略研究,提出通过减少无效排泥和无效反冲洗两个途径节约水厂生产自用水量,并在L水厂进行了示范研究.优化措施实施后,L水厂的自用水率由原来的8%降到2.3%,节约水资源200万m3/a,节省生产成本近100万元/a.示范水厂的生产过程说明,以上两种途径是可行的,取得了重大的环境效益、社会效益,同时也取得了较大的经济效益.     

水厂自动化系统防雷探讨

本文分析、讨论了自动化系统的防雷问题，着重阐述了水厂自动化控制系统的综合防雷措施。     

Effect of Ozone and GAC Process for the Treatment of Micropollutants and DBPs Control in Drinking Water: Pilot Scale Evaluation

To improve the quality of water supplied to the City of Seoul in Korea, a pilot-scale evaluation of how the conventional treatment process could be upgraded was conducted. Three candidate processes were evaluated and compared: a conventional process (consisting of coagulation, sedimentation, and rapid sand filtration) plus GAC (Train A); a conventional process plus ozone and GAC (Train B); and a process consisting of coagulation, sedimentation, intermediate ozone, sand filtration, and GAC (Train C). Treatment efficiency of the unit process and overall treatment trains were evaluated using several parameters such as turbidity, dissolved organic carbon (DOC), UV absorbance at 254 nm (UV₂₅₄), specific ultraviolet absorbance (SUVA), micropollutants (pesticides, benzenes, and phenols), disinfection by-products (trihalomethanes (THMs), haloacetic acids (HAAs) and aldehydes), and total organic halogen (TOX). Results showed that ozone and/or GAC was effective for removing micropollutants and controlling chlorinated by-products such as THMs and HAAs. However, any synergistic effect of ozonation (adsorption and biodegradation) on GAC was observed due to the low concentration of aldehydes in raw and process water.