HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(22):66-70.
MBR工藝在神定河污水處理廠升級改造工程中的應(yīng)用
- Title:
- Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant
- 文章編號:
- 1000-4602(2018)22-0066-05
分類號:- TU992.3
- 文獻(xiàn)標(biāo)志碼:
- C
- 摘要:
- 十堰神定河污水處理廠升級改造工程設(shè)計(jì)總規(guī)模為18×104 m3/d,其中一期工程仍沿用A/O+二沉池工藝,設(shè)計(jì)規(guī)模由原5.5×104 m3/d降負(fù)荷調(diào)整為4×104 m3/d,出水水質(zhì)需達(dá)到一級B排放標(biāo)準(zhǔn); 二期工程采用AAO+MBR工藝,設(shè)計(jì)規(guī)模由原11×104 m3/d擴(kuò)容到14×104 m3/d,出水水質(zhì)執(zhí)行一級A排放標(biāo)準(zhǔn)。兩期工程的混合出水水質(zhì)需達(dá)到一級A排放標(biāo)準(zhǔn)。投產(chǎn)運(yùn)行后,出水水質(zhì)優(yōu)于設(shè)計(jì)標(biāo)準(zhǔn)。
Abstract:- The design treatment capacity of the upgrading and reconstruction project of Shending River Wastewater Treatment Plant was 18×104 m3/d. In the first-stage project, A/O+ secondary sedimentation tank process was adopted and the treatment capacity was reduced from 5.5×104 m3/d to 4×104 m3/d. The effluent quality of the first-stage project was required to be better than the first class B discharge standard. The design capacity of second-stage project was increased from 11×104 m3/d to 14×104 m3/d, and AAO+MBR process was adopted as the treatment technology. The effluent quality of the second-stage project should meet the first class A discharge standard. The mixed effluent of the two projects should reach the first class A discharge standard. In the period of operation, the effluent quality was proven to be better than design discharge standard.
MBR工藝在神定河污水處理廠升級改造工程中的應(yīng)用 侯曉慶, 鄧 磊, 高海英, 曹明浩, 吳念鵬, 牛和昕(北京碧水源科技股份)
王領(lǐng)全中國給水排水2021-12-27
MBR工藝在神定河污水處理廠升級改造工程中的應(yīng)用
侯曉慶, 鄧 磊, 高海英, 曹明浩, 吳念鵬, 牛和昕
(北京碧水源科技股份有限公司, 北京 102206)
摘要：十堰神定河污水處理廠升級改造工程設(shè)計(jì)總規(guī)模為18×104 m3/d,其中一期工程仍沿用A/O+二沉池工藝,設(shè)計(jì)規(guī)模由原5.5×104 m3/d降負(fù)降調(diào)整為4×104 m3/d,出水水質(zhì)需達(dá)到一級B排放標(biāo)準(zhǔn); 二期工程采用AAO+MBR工藝,設(shè)計(jì)規(guī)模由原11×104 m3/d擴(kuò)容到14×104 m3/d,出水水質(zhì)執(zhí)行一級A排放標(biāo)準(zhǔn)。兩期工程的混合出水水質(zhì)需達(dá)到一級A排放標(biāo)準(zhǔn)。投產(chǎn)運(yùn)行后,出水水質(zhì)優(yōu)于設(shè)計(jì)標(biāo)準(zhǔn)。
The design treatment capacity of the upgrading and reconstruction project of Shending River Wastewater Treatment Plant was 18×104 m3/d. In the first-stage project, A/O+ secondary sedimentation tank process was adopted and the treatment capacity was reduced from 5.5×104 m3/d to 4×104 m3/d. The effluent quality of the first-stage project was required to be better than the first class B discharge standard. The design capacity of second-stage project was increased from 11×104 m3/d to 14×104 m3/d, and AAO+MBR process was adopted as the treatment technology. The effluent quality of the second-stage project should meet the first class A discharge standard. The mixed effluent of the two projects should reach the first class A discharge standard. In the period of operation, the effluent quality was proven to be better than design discharge standard.[1]侯曉慶,鄧 磊,高海英,等.MBR工藝在神定河污水處理廠升級改造工程中的應(yīng)用[J].中國給水排水,2018,34(22):66-70.
HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(22):66-70.
參考文獻(xiàn)/References:
王領(lǐng)全中國給水排水2021-12-27MBR工藝在神定河污水處理廠升級改造工程中的應(yīng)用
侯曉慶, 鄧 磊, 高海英, 曹明浩, 吳念鵬, 牛和昕
(北京碧水源科技股份有限公司, 北京 102206)
摘要：十堰神定河污水處理廠升級改造工程設(shè)計(jì)總規(guī)模為18×104 m3/d,其中一期工程仍沿用A/O+二沉池工藝,設(shè)計(jì)規(guī)模由原5.5×104 m3/d降負(fù)降調(diào)整為4×104 m3/d,出水水質(zhì)需達(dá)到一級B排放標(biāo)準(zhǔn); 二期工程采用AAO+MBR工藝,設(shè)計(jì)規(guī)模由原11×104 m3/d擴(kuò)容到14×104 m3/d,出水水質(zhì)執(zhí)行一級A排放標(biāo)準(zhǔn)。兩期工程的混合出水水質(zhì)需達(dá)到一級A排放標(biāo)準(zhǔn)。投產(chǎn)運(yùn)行后,出水水質(zhì)優(yōu)于設(shè)計(jì)標(biāo)準(zhǔn)。
The design treatment capacity of the upgrading and reconstruction project of Shending River Wastewater Treatment Plant was 18×104 m3/d. In the first-stage project, A/O+ secondary sedimentation tank process was adopted and the treatment capacity was reduced from 5.5×104 m3/d to 4×104 m3/d. The effluent quality of the first-stage project was required to be better than the first class B discharge standard. The design capacity of second-stage project was increased from 11×104 m3/d to 14×104 m3/d, and AAO+MBR process was adopted as the treatment technology. The effluent quality of the second-stage project should meet the first class A discharge standard. The mixed effluent of the two projects should reach the first class A discharge standard. In the period of operation, the effluent quality was proven to be better than design discharge standard.[1]侯曉慶,鄧 磊,高海英,等.MBR工藝在神定河污水處理廠升級改造工程中的應(yīng)用[J].中國給水排水,2018,34(22):66-70.
HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(22):66-70.
[1] 吳媛媛,張彩云,曹明浩,等. 神定河污水處理廠提標(biāo)改造——CAS-MBR復(fù)合工藝[J]. 凈水技術(shù),2016,35(4):11-15,87. Wu Yuanyuan,Zhang Caiyun,Cao Minghao,et al. Upgrading and reconstruction of Shendinghe WWTP in application of combined process of CAS-MBR[J]. Water Purification Technology,2016,35(4):11-15,87(in Chinese).
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備注/Memo
作者簡介:侯曉慶(1981- ), 女, 陜西三原人, 本科, 工程師, 主要從事膜工藝設(shè)計(jì)等相關(guān)工作。 E-mail:houxiaoqing@originwater.com
收稿日期:2018-05-04
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