[1]王 阳,张 月,郭庆英,等.珠海前山水质净化厂全地下MBR工艺设计[J].中国给水排水,2018,34(22):59-62.
　WANG Yang,ZHANG Yue,GUO Qing-ying,et al.Design of Qianshan Wastewater Treatment Plant with Underground MBR Process in Zhuhai CityWANG Yang, et al.（59）[J].China Water & Wastewater,2018,34(22):59-62.
点击复制

珠海前山水质净化厂全地下MBR工艺设计

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第34卷 期数: 2018年22期 页码: 59-62 栏目: 设 计 经 验 出版日期: 2018-11-17
Title:
Design of Qianshan Wastewater Treatment Plant with Underground MBR Process in Zhuhai CityWANG Yang, et al.（59）
文章编号:
1000-4602(2018)22-0059-04
作者:
王 阳, 张 月, 郭庆英, 康 维, 孙海波, 刘 菲, 李 彤
(中国市政工程华北设计研究总院有限公司, 天津 300381)
Author(s):
WANG Yang, ZHANG Yue, GUO Qing-ying, KANG Wei, SUN Hai-bo, LIU Fei,LI Tong
(North China Municipal Engineering Design & Research Institute Co. Ltd., Tianjin 300381, China)
关键词:
全地下污水处理厂;  工程实例;  MBR工艺
Keywords:
underground wastewater treatment plant;  project case;  MBR process
分类号:
TU992.3
文献标志码:
C
摘要:
珠海市前山水质净化厂为全地下污水处理厂,设计处理规模为10×104 m3/d,采用AAO+MBR处理工艺,污泥经机械脱水后外运至污泥处置中心,整体为全地下双层加盖设计,占地紧凑,环境友好,处理效果好,自动化程度高。经过一年多的试运行,出水水质优于国家一级A排放标准和广东省地方标准更严值。
Abstract:
The design treatment capacity of underground Qianshan Wastewater Treatment Plant in Zhuhai City was 10×104 m3/d. The AAO+MBR process was adopted. After mechanical dehydration, sludge was transported to sludge-disposal-center. The plant was designed to be full underground double layer structure with cover. It has the advantages of compact space, friendly environment, good treatment performance and high level of automation. After more than a year of trial operation, the effluent quality reached the stricter values between the first class A standard of the national discharge standard and the local pollution discharge standard of Guangdong Province.

参考文献/References:


[1] GB 50014—2006,室外排水设计规范(2016年版)[S]. 北京:中国计划出版社,2016. GB 50014-2006,Code for Design of Outdoor Waste-water Engineering(2016 ed)[S]. Beijing:China Planning Press,2016.

相似文献/References:

[1]宋宏宇.四川某全地下污水处理厂结构设计[J].中国给水排水,2020,36(24):83.
　SONG Hong-yu.Structural Design of a Whole Underground Wastewater Treatment Plant in Sichuan Province[J].China Water & Wastewater,2020,36(22):83.
[2]杨曦凯,田海成,王冠,等.济南华山全地下水质净化厂AAO+MBR工艺设计[J].中国给水排水,2021,37(22):59.
　YANG Xi-kai,TIAN Hai-cheng,WANG Guan,et al.Design of AAO and MBR Process of Huashan Underground Wastewater Purification Plant in Jinan[J].China Water & Wastewater,2021,37(22):59.
[3]陈志真,邱明,魏斌,等.两段式污泥深度脱水工艺在全地下污水处理厂的应用[J].中国给水排水,2021,37(24):119.
　CHEN Zhi-zhen,QIU Ming,WEI Bin,et al.Application of Two-stage Sludge Deep Dewatering Process in an Underground WWTP[J].China Water & Wastewater,2021,37(22):119.
[4]张永森,李国金,刘振,等.两级活性焦吸附工艺用于全地下污水处理厂[J].中国给水排水,2023,39(14):120.
　ZHANGYong-sen,LIGuo-jin,LIUZhen,et al.Application of Two-stage Activated Coke Adsorption Process in an All-underground WWTP[J].China Water & Wastewater,2023,39(22):120.
[5]刘利,于小强,丁锋,等.全地下污水处理厂的消防设计优化[J].中国给水排水,2024,40(8):66.
　LIULi,YUXiao-qiang,DINGFeng,et al.Fire Protection Design Optimization of Underground Sewage Treatment Plant[J].China Water & Wastewater,2024,40(22):66.

备注/Memo

作者简介:王阳(1976- ), 男, 天津人, 硕士,高级工程师, 从事市政给排水设计工作。 E-mail:wangyang05@cemi.com.cn
收稿日期:2018-04-04

更新日期/Last Update: 2018-12-10