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MBBR耦合多段AO工艺在大型市政污水处理厂的运行初探和实践成效

杨颂 杨腾飞 付炳炳 杨伟滨

净水技术2024,Vol.43Issue(1):101-109,9.
净水技术2024,Vol.43Issue(1):101-109,9.DOI:10.15890/j.cnki.jsjs.2024.01.013

MBBR耦合多段AO工艺在大型市政污水处理厂的运行初探和实践成效

Analysis of Regulation and Operation of MBBR Coupled with Multi-Stage AO Process in Large Municipal WWTP

杨颂 1杨腾飞 1付炳炳 1杨伟滨1

作者信息

  • 1. 深圳市环境水务集团有限公司,广东深圳 518000
  • 折叠

摘要

Abstract

New urban wastewater treatment plants(WWTPs)or upgrading old WWTPs generally have irreconcilable contradictions such as poor effluent quality,pollutant load and occupied area,based on vertical expansion of pool capacity will increase construction costs,high load operation has the risk of exceeding the standard,therefore,there is an urgent need for a new sewage treatment technology with high sludge/volume load,stable operation and simple operation.In this case,a large municipal WWTP used the moving bed biofilm reactor(MBBR)mud membrane blending technology to improve the effective sludge concentration of the biochemical tank,achieve the strengthening and enrichment of functional microorganisms,coupled with the multi-stage AO process,experienced rain/drought,summer/winter,and has been stable for 227 days.When the influent mass concentrations of CODCr,ammonia nitrogen and TN were 277.97,34.92 mg/L and 45.95 mg/L,the corresponding effluent mass concentrations were reduced to 12.68,0.33 mg/L and 7.55 mg/L,respectively.Sludge loads of ammonia nitrogen before and after MBBR film hanging were 0.011 g ammonia nitrogen/(g MLSS·d)and 0.015 g ammonia nitrogen/(g MLSS·d),and TN sludge loads were 0.014 g TN/(g MLSS·d)and 0.020 g TN/(g MLSS·d).During the stable operation of the system,the nitrification rate of ammonia nitrogen in aerobic Ⅰ stage was 7.27 mg/(L·h),and the reduction rate of NO-3-N in anoxic Ⅰ stage was 3.48 mg/(L·h).The results show that through the interaction of loaded microorganisms and free sludge,seeking to strengthen and regulate the function of complex microbial community,a more reasonable and efficient new wastewater treatment process can be designed.

关键词

市政污水处理厂/移动床生物膜反应器(MBBR)/多段AO工艺/泥膜共混技术/强化脱氮

Key words

municipal wastewater treatment plant/moving bed biofilm reactor(MBBR)/multi-stage AO process/mud film blending technology/enhanced denitrification

分类

土木建筑

引用本文复制引用

杨颂,杨腾飞,付炳炳,杨伟滨..MBBR耦合多段AO工艺在大型市政污水处理厂的运行初探和实践成效[J].净水技术,2024,43(1):101-109,9.

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1009-0177

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