给水排水2024,Vol.50Issue(10) :30-35.DOI:10.13789/j.cnki.wwe1964.2023.11.28.0001

以双膜工艺为核心的城市平急两用水厂中试研究

Pilot study on urban daily-emergency dual using water plant with dual membrane process

钟燕敏 张红辉 刘志远
给水排水2024,Vol.50Issue(10) :30-35.DOI:10.13789/j.cnki.wwe1964.2023.11.28.0001

以双膜工艺为核心的城市平急两用水厂中试研究

Pilot study on urban daily-emergency dual using water plant with dual membrane process

钟燕敏 1张红辉 1刘志远1
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作者信息

  • 1. 上海市政工程设计研究总院(集团)有限公司,上海 200092
  • 折叠

摘要

武汉梁子湖水厂为国内较早的大型平急两用水厂,以平原湖泊为水源,应急供水规模50万m3/d,日常供水规模20万m3/d,在净水流程中采用了双膜工艺,并开展了中试研究.中试结果表明,针对原水低浑浊度、高有机物、季节性高藻等问题,采用沉淀—臭氧活性炭—超滤—部分纳滤的净水工艺,出水水质良好、运行稳定,并可较好应对低温低浊、藻类暴发等季节性水质问题.臭氧活性炭环节可有效缓解纳滤有机污染,超滤膜对于浊度有着很好的控制,二者对工艺流程总体的稳定运行有积极作用.运用中试结果,梁子湖水厂开展了工艺设计,纳滤规模10万m3/d,对应日常工况CODMn可保持在1.5 mg/L左右,应急工况CODMn可保证在3 mg/L以内,并投加二氧化碳调节原水pH以降低残余铝含量从而减轻日后可能的纳滤膜污染.

Abstract

Wuhan Liangzihu Water Plant is the first large-scale flat-emergency dual-purpose water plant in China.It takes plain lakes as its water source,with emergency water supply scale of 500 000 m3/d and daily water supply scale of 200 000 m3/d.Dual membrane technology is also a-dopted in the water purification process.The pilot test results show that for raw water character-ized by low turbidity,high organic and seasonal high algae,the use of precipitation-O3-BAC-UF-partial NF process,effluent water quality is good,stable operation.O3-BAC can effectively allevi-ate NF membrane organic pollution,and UF has a good control of turbidity,both of which have a positive effect on the overall stable operation of the process.Based on the pilot test results,Liangz-ihu Water plant carried out the process design,in which the scale of NF is 100 000 m3/d,CODMn can be maintained at about 1.5 mg/L under daily working conditions,and can be kept within 3 mg/L under emergency conditions.Carbon dioxide is added to the raw water to reduce the residual alumi-num content and control possible UF membrane contamination.

关键词

城市平急两用水厂/超滤/纳滤/中试

Key words

Urban daily-emergency dual use water plant/Ultrafiltration/Nanofiltration/Pilot

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出版年

2024
给水排水
亚太建设科技信息研究院,中国建筑设计研究院,中国土木工程学会

给水排水

CSTPCDCSCD北大核心
影响因子:0.8
ISSN:1002-8471
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