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加氯

加氯的相关文献在1988年到2022年内共计298篇,主要集中在建筑科学、自动化技术、计算机技术、废物处理与综合利用 等领域,其中期刊论文89篇、会议论文3篇、专利文献206篇;相关期刊60种,包括城市建设理论研究(电子版)、黑龙江科技信息、微计算机信息等; 相关会议3种,包括中国土木工程学会全国排水委员会2010年年会、中国环境科学学会成立20周年大会、中国电工技术学会水工业电工专委会第一届第一次年会等;加氯的相关文献由695位作者贡献,包括刘新贵、程立、高晓昆等。

加氯—发文量

期刊论文>

论文:89 占比:29.87%

会议论文>

论文:3 占比:1.01%

专利文献>

论文:206 占比:69.13%

总计:298篇

加氯—发文趋势图

加氯

-研究学者

  • 刘新贵
  • 程立
  • 高晓昆
  • 刘宪武
  • 刘铁贵
  • 卢奕
  • 张林珍
  • 李付民
  • 柳景青
  • 申岭
  • 期刊论文
  • 会议论文
  • 专利文献

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    • 摘要: 最近,网上盛传一条消息:煮饭、蒸食物一定要用开水,如果直接用自来水,自来水中的氣会全部包裹在食物上,有致癌的危险!真相:加氯是目前自来水最常用的灭菌手段,因为氯具有消灭病毒、细菌、原虫等微生物的作用,能有效避免饮用水带来的感染性疾病,杜绝“病从水入”的可能性。此外,自来水中需要-定的“余氯”(包括次氯酸和次氯酸根)存在,才能实现对细菌的持续抑制。
    • 梁建敏
    • 摘要: 为了提高垃圾填埋场渗滤液处理水平,降低地下水的污染程度,现根据垃圾填埋场渗滤液特点,从脱氨氮处理、SBR生化处理、加氟消毒处理等工艺入手,开展相关试验.试验结果表明,在以上处理工艺的应用背景下,垃圾填埋场渗滤液内CO%、氨氮等指标得以科学控制,完全符合相关排放标准和要求.希望通过这次研究,为相关从业人员提供有效的借鉴和参考.
    • 黄磊
    • 摘要: 以金华仙源湖水厂为研究对象,结合其智能水厂升级建设实际应用,介绍了可编程逻辑控制器(PLC)在自动加氯系统中的应用模式.根据自动加氯系统中智能配药和智能投加2个子系统的功能需求和操作要求,分别介绍了编程实现逻辑及程序源代码.在智能投加系统中,投加的控制方式对系统整体运行效果起决定性作用,仙源湖水厂采用精细投药算法,前加氯采用流量比例控制,调控快速,效率高,后加氯和补氯采用流量比例复合环控制.引入余氯仪实际测量值,进行反馈对比运算,对扰动进行有效补偿,提高系统运行稳定性,投加效果更佳.水厂实际运行表明,运用基于PLC的智能控制技术能较好地提升加氯系统的整体性能,非常适合智能水厂的日常生产.
    • 赵维电1; 冉德钦2
    • 摘要: 本文结合实际生产情况介绍了利用空气吹出法提取海水中溴素生产工艺过程,对实际操作中蒸出温度控制、加氯控制、冷却水控制及酸洗控制等几个重要控制质量的关键点进行详细描述。空气吹出法提取海水中溴素具有简易、自动化程序高、成本低、污染少等优点,产品含溴量99.85%,氯离子含量在0.02%以下,可达工业溴优级标准,具有很大的推广价值。
    • 宋鹏; 李云开; 李久生; 裴旖婷
    • 摘要: Emitter bio-clogging has a close relation with the formation and growth of its internal clogging substances – the biofilms attached in the reclaimed water drip irrigation system. Chlorination with lateral flushing is one of the most effective measures to control the formation of biofilms within emitter, by using the chlorine to inhibit microbial growth and the shearing force to scour the clogging substances out of the system. Based on these, a field experiment using the reclaimed water treated with the cyclic activated sludge system (CASS) technology was carried out in the sewage treatment plant in order to study the controlling effects of 3 types of modes on emitter clogging, which were lateral flushing (flushing velocity was 0.45 m/s), chlorination (chlorination concentration was 5.00 mg/L) and chlorination with lateral flushing; chlorine and lateral flushing frequency were both once every 2 weeks (the time interval was 50 h). The result showed that chlorination with lateral flushing could effectively reduce the microbial contents in the attached biofilms within the emitters, as the phospholipid fatty acids (PLFAs) microbial content was 18.8μg at the second sampling, which was decreased by 52.2%, 44.2%, 73.2% compared with lateral flushing, chlorination and CK (the control, neither lateral flushing nor chlorination) treatment, respectively, and the secreted sticky extracellular polymeric substances (EPS) content was also reduced by 28.0%, 22.9%, 63.9%, respectively. EPS content was 0.47 mg at the second sampling, so that the total amount of clogging substances within emitter decreased by 47.4%, 43.1%, 69.1% with the joint action of the microorganisms and the secreted viscous polymer, thus making the emitter discharge ratio variation (Dra) and coefficient of uniformity (CU) improved by 40.0% and 53.0% respectively at the maximum, and the CU was kept more than 70%. The PLFAs microbial content and EPS content increased from the inlet of the drip irrigation lateral for the same treatment. The results also indicated that the content of EPS in the emitter did not show the same trend in comparison with the chlorination and lateral flushing. The effect of lateral flushing on the secretion of viscous EPS was better than that of chlorination treatment for the head part of emitter, but it was opposite for the middle and end part of emitter. Chlorination and lateral flushing could kill microorganisms, the species of microorganisms marked by PLFAs decreased obviously, and the microbial community structure in the emitter changed, but the types of dominant microorganisms were not changed. Thus it was more likely to delay chlorination starting time, and when the emitter Dra was reduced to 80%, chlorination could still reach a satisfactory controlling effect. Chlorination with the lateral flushing kills microorganisms and scours away the clogging substances at the same time, which makes the biofilm continued to grow and detach. But microorganisms produce resistance, and the production of resistant bacteria increases microbial activity to adapt to the changing external environment. So chlorination with lateral flushing increased microbial activity significantly by 36.5%, 29.0% and 15.7%, respectively, compared with lateral flushing, chlorination and CK treatment. It also decreased the recovery effect on emitter clogging gradually. In general, chlorination with lateral flushing can effectively control emitter clogging for drip irrigation using the reclaimed water treated with CASS.%再生水滴灌系统中灌水器生物堵塞与其内部堵塞物质-附生生物膜的形成、生长有着密切关系,加氯配合毛管冲洗既可以借助加氯杀菌抑制微生物生长,又可以利用毛管冲洗的剪切力作用而促进毛管内部堵塞物质的脱落而冲出系统外部,有望成为一种控制灌水器内部生物膜形成与堵塞的有效措施。为此,借助周期循环式活性污泥法(cyclic activated sludge system,CASS)工艺污水处理厂现场再生水滴灌系统灌水器堵塞试验,研究毛管冲洗、加氯加氯配合毛管冲洗3种模式对再生水滴灌系统灌水器堵塞控制效果。研究发现加氯配合毛管冲洗可有效降低灌水器内附生生物膜中微生物的数量,较单独的毛管冲洗、加氯以及未进行任何处理条件下微生物磷脂脂肪酸(phospholipid fatty acids,PLFAs)含量分别降低了52.2%、44.2%、73.2%,微生物分泌的黏性胞外聚合物(extracellular polymeric substances,EPS)含量也分别降低了约28.0%、22.9%、63.9%,在微生物及其分泌的黏性多聚物的共同作用下,使得灌水器内部堵塞物质总量分别降低了47.4%、43.1%、69.1%,进而使得灌水器相对平均流量和灌水均匀度最高分别提升了40.0%、53.0%,灌水均匀度(coefficient of uniformity,CU)达到了70%以上。同时表明在推迟加氯起始时间后(即灌水器相对平均流量(discharge ratio variation,Dra)降至80%开始加氯),加氯仍可以达到满意的堵塞控制效果。但加氯配合毛管冲洗也会显著增加微生物活性,分别提升了36.5%、29.0%、15.7%,这也使得对灌水器堵塞的恢复效果逐渐降低。
    • 冯祖康
    • 摘要: 自来水品质与人民生活甚至生命息息相关,水质的优良稳定是社会对供水企业的基本要求。本文根据第一自来水厂实际情况,依照现代先进的自来水生产流程模式,通过PLC控制对自来水消毒加氯系统进行升级改造。使加氯系统能准确地自动控制投氯量,确保水质达标,且无需人工控制。保持了安全、可靠的运行,体现了自控系统便于管理、优质供水,既降低了生产成本,又提高了生产效率。
    • 王拓; 邱娜; 张竑
    • 摘要: A water purification plant was newly constructed to treat raw water from the middle line of south-to-north water diversion project, the plant was designed to supply 8 × 104 m3/d of water(3 × 104 m3/d for domestic use, 5 × 104 m3/d for industrial use). In consideration of the influent water quality, and to ensure the quality of the supplied water meet relevant standards, reagent was dosed to domestic water supply system and in-dustrial water supply system respectively. The design characteristics of reagent and chlorine dosing systems of the said plant as well as the reagent cost were introduced briefly.%某新建净水厂工程所处理原水来自南水北调中线输水工程,净水厂设计规模为8×104 m3/d,其中生活供水规模为3×104 m3/d,工业供水规模为5×104 m3/d。结合进水水质,保证不同供水水质达标,分别对生活供水及工业供水投加药剂。对该厂加药及加氯系统设计特点和药剂成本作了简单介绍。
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