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[1]陳良,莫少德,周波,等.多段AO/高效沉淀/反硝化濾池用于準(zhǔn)Ⅳ類標(biāo)準(zhǔn)污水廠[J].中國給水排水,2021,37(10):75-78.
CHEN Liang,MO Shao-de,ZHOU Bo,et al.Application of Multi-stage AO+High Efficiency Sedimentation+Denitrification Filter Process in a WWTP with Quasi Class Ⅳ Effluent Standard[J].China Water & Wastewater,2021,37(10):75-78.點擊復(fù)制
多段AO/高效沉淀/反硝化濾池用于準(zhǔn)Ⅳ類標(biāo)準(zhǔn)污水廠
中國給水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第37卷 期數(shù): 2021年第10期 頁碼: 75-78 欄目: 出版日期: 2021-05-17
Title:Application of Multi-stage AO+High Efficiency Sedimentation+Denitrification Filter Process in a WWTP with Quasi Class Ⅳ Effluent Standard
作者:陳良1，莫少德2，周波1，齊國輔1，侯方東1(1.中機(jī)國際工程設(shè)計研究院有限責(zé)任公司華東分院,江蘇南京210023；2.肇慶新區(qū)土地儲備中心,廣東肇慶526000)
Author(s):CHEN Liang1,MO Shao-de2,ZHOU Bo1,QI Guo-fu1,HOU Fang-dong1(1. East China Branch, China Machinery International Engineering Design & Research Institute Co. Ltd., Nanjing 210023, China; 2. Zhaoqing New Area’s City Land Reserve Centre, Zhaoqing 526000, China)
關(guān)鍵詞:污水處理廠; 多段AO生化池; 反硝化深床濾池
Keywords:wastewater treatment plant; multi-stage AO biochemical tank; denitrification filter
摘要:廣東某城鎮(zhèn)污水處理廠首期工程規(guī)模為2.5×104 m3/d，出水水質(zhì)執(zhí)行地表水準(zhǔn)Ⅳ類排放標(biāo)準(zhǔn)。生物處理段采用多段AO生化池，能夠充分利用原水碳源，減少回流，節(jié)約能耗, 提高脫氮除磷效果。深度處理采用高效沉淀池+反硝化深床濾池工藝，以強(qiáng)化總氮、總磷和SS的去除。介紹了主要構(gòu)筑物設(shè)計參數(shù)，分析了多段AO和反硝化深床濾池脫氮性能，總結(jié)了運(yùn)行過程中存在的問題，并提出相應(yīng)措施。實際運(yùn)行數(shù)據(jù)表明，出水水質(zhì)能夠穩(wěn)定達(dá)到準(zhǔn)Ⅳ類標(biāo)準(zhǔn)。
Abstract:The design scale of the first stage of a wastewater treatment plant in Guangdong was 2.5×104 m3/d. The effluent was required to meet the standard of surface water quasi class Ⅳ. To improve the removal efficiencies of nitrogen and phosphorous, multi-stage AO process was adopted as biochemical treatment technology, which could fully take advantage of the influent carbon source and save energy via reducing backflow. High efficiency sedimentation tank and denitrification filter were adopted to strengthen the removal efficiencies of TN, TP and SS in advanced treatment process. The design parameters of main structures were introduced. The denitrification performance of multi-stage AO and denitrification filter was analyzed. Corresponding measures were proposed to solve the existing problems during the operation process. The actual operating data showed that the effluent quality could stably reach the quasi class Ⅳ standard.
相似文獻(xiàn)/References:
[1]王 亮.馬來西亞Pantai地埋式污水廠環(huán)網(wǎng)供配電結(jié)構(gòu)設(shè)計[J].中國給水排水,2018,34(22):63.
WANG Liang.Power Supply and Distribution Structure Design of Ring Network for Pantai Underground Wastewater Treatment Plantin Malaysia[J].China Water & Wastewater,2018,34(10):63.
[2]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.
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(10):66.
[3]邱明海.北京市垡頭污水處理廠改擴(kuò)建工程設(shè)計技術(shù)方案[J].中國給水排水,2018,34(20):13.
QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(10):13.
[4]郝二成,郭毅,劉偉巖,等.基于數(shù)學(xué)模擬的污水廠運(yùn)行分析——建模與體檢[J].中國給水排水,2020,36(15):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Modeling and Examination[J].China Water & Wastewater,2020,36(10):23.
[5]張月,王陽,張宏偉,等.陽泉市污水處理二期工程BARDENPHO工藝設(shè)計和運(yùn)行[J].中國給水排水,2020,36(16):64.
ZHANG Yue,WANG Yang,ZHANG Hong-wei,et al.Design and Operation of BARDENPHO Process in Phase Ⅱ Project of Yangquan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(10):64.
[6]祝新軍,蔡芝斌,姚斌,等.紹興污水處理廠氣浮設(shè)備的優(yōu)化改造[J].中國給水排水,2020,36(16):101.
ZHU Xin-jun,CAI Zhi-bin,YAO Bin,et al.Optimization and Modification of Air Floatation Equipment in Shaoxing Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(10):101.
[7]王文明,楊淇椋,蔡依廷,等.MSBR工藝在高排放標(biāo)準(zhǔn)污水處理廠的應(yīng)用[J].中國給水排水,2020,36(16):111.
WANG Wen-ming,YANG Qi-liang,CAI Yi-ting,et al.Application of MSBR Process in Wastewater Treatment Plant with Stringent Discharge Standard[J].China Water & Wastewater,2020,36(10):111.
[8]郝二成,郭毅,劉偉巖,等.基于數(shù)學(xué)模擬的污水廠運(yùn)行分析——控制與優(yōu)化[J].中國給水排水,2020,36(17):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Control and Optimization[J].China Water & Wastewater,2020,36(10):23.
[9]王陽,張月,王曉康,等.高排放標(biāo)準(zhǔn)下的改良AAO+深度處理工程案例[J].中國給水排水,2020,36(18):56.
WANG Yang,ZHANG Yue,WANG Xiao-kang,et al.Project Case of Modified AAO and Advanced Treatment Process under High Emission Standards[J].China Water & Wastewater,2020,36(10):56.
[10]鄭楓,慕楊,孫遜.MBR工藝用于山東省某污水處理廠擴(kuò)建工程[J].中國給水排水,2020,36(18):81.
ZHENG Feng,MU Yang,SUN Xun.MBR Process Used in Expansion Project of a Sewage Treatment Plant in Shandong Province[J].China Water & Wastewater,2020,36(10):81.
更新日期/Last Update: 2021-05-17
[1]陳良,莫少德,周波,等.多段AO/高效沉淀/反硝化濾池用于準(zhǔn)Ⅳ類標(biāo)準(zhǔn)污水廠[J].中國給水排水,2021,37(10):75-78.
CHEN Liang,MO Shao-de,ZHOU Bo,et al.Application of Multi-stage AO+High Efficiency Sedimentation+Denitrification Filter Process in a WWTP with Quasi Class Ⅳ Effluent Standard[J].China Water & Wastewater,2021,37(10):75-78.
點擊復(fù)制
多段AO/高效沉淀/反硝化濾池用于準(zhǔn)Ⅳ類標(biāo)準(zhǔn)污水廠
中國給水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第37卷 期數(shù): 2021年第10期 頁碼: 75-78 欄目: 出版日期: 2021-05-17
- Title:
- Application of Multi-stage AO+High Efficiency Sedimentation+Denitrification Filter Process in a WWTP with Quasi Class Ⅳ Effluent Standard
- 作者:
- 陳良1，莫少德2，周波1，齊國輔1，侯方東1
- (1.中機(jī)國際工程設(shè)計研究院有限責(zé)任公司華東分院,江蘇南京210023；2.肇慶新區(qū)土地儲備中心,廣東肇慶526000)
Author(s):- CHEN Liang1,MO Shao-de2,ZHOU Bo1,QI Guo-fu1,HOU Fang-dong1
- (1. East China Branch, China Machinery International Engineering Design & Research Institute Co. Ltd., Nanjing 210023, China; 2. Zhaoqing New Area’s City Land Reserve Centre, Zhaoqing 526000, China)
- 關(guān)鍵詞:
- 污水處理廠; 多段AO生化池; 反硝化深床濾池
- Keywords:
- wastewater treatment plant; multi-stage AO biochemical tank; denitrification filter
- 摘要:
- 廣東某城鎮(zhèn)污水處理廠首期工程規(guī)模為2.5×104 m3/d，出水水質(zhì)執(zhí)行地表水準(zhǔn)Ⅳ類排放標(biāo)準(zhǔn)。生物處理段采用多段AO生化池，能夠充分利用原水碳源，減少回流，節(jié)約能耗, 提高脫氮除磷效果。深度處理采用高效沉淀池+反硝化深床濾池工藝，以強(qiáng)化總氮、總磷和SS的去除。介紹了主要構(gòu)筑物設(shè)計參數(shù)，分析了多段AO和反硝化深床濾池脫氮性能，總結(jié)了運(yùn)行過程中存在的問題，并提出相應(yīng)措施。實際運(yùn)行數(shù)據(jù)表明，出水水質(zhì)能夠穩(wěn)定達(dá)到準(zhǔn)Ⅳ類標(biāo)準(zhǔn)。
Abstract:- The design scale of the first stage of a wastewater treatment plant in Guangdong was 2.5×104 m3/d. The effluent was required to meet the standard of surface water quasi class Ⅳ. To improve the removal efficiencies of nitrogen and phosphorous, multi-stage AO process was adopted as biochemical treatment technology, which could fully take advantage of the influent carbon source and save energy via reducing backflow. High efficiency sedimentation tank and denitrification filter were adopted to strengthen the removal efficiencies of TN, TP and SS in advanced treatment process. The design parameters of main structures were introduced. The denitrification performance of multi-stage AO and denitrification filter was analyzed. Corresponding measures were proposed to solve the existing problems during the operation process. The actual operating data showed that the effluent quality could stably reach the quasi class Ⅳ standard.
相似文獻(xiàn)/References:
[1]王 亮.馬來西亞Pantai地埋式污水廠環(huán)網(wǎng)供配電結(jié)構(gòu)設(shè)計[J].中國給水排水,2018,34(22):63.
WANG Liang.Power Supply and Distribution Structure Design of Ring Network for Pantai Underground Wastewater Treatment Plantin Malaysia[J].China Water & Wastewater,2018,34(10):63.
[2]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.
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(10):66.
[3]邱明海.北京市垡頭污水處理廠改擴(kuò)建工程設(shè)計技術(shù)方案[J].中國給水排水,2018,34(20):13.
QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(10):13.
[4]郝二成,郭毅,劉偉巖,等.基于數(shù)學(xué)模擬的污水廠運(yùn)行分析——建模與體檢[J].中國給水排水,2020,36(15):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Modeling and Examination[J].China Water & Wastewater,2020,36(10):23.
[5]張月,王陽,張宏偉,等.陽泉市污水處理二期工程BARDENPHO工藝設(shè)計和運(yùn)行[J].中國給水排水,2020,36(16):64.
ZHANG Yue,WANG Yang,ZHANG Hong-wei,et al.Design and Operation of BARDENPHO Process in Phase Ⅱ Project of Yangquan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(10):64.
[6]祝新軍,蔡芝斌,姚斌,等.紹興污水處理廠氣浮設(shè)備的優(yōu)化改造[J].中國給水排水,2020,36(16):101.
ZHU Xin-jun,CAI Zhi-bin,YAO Bin,et al.Optimization and Modification of Air Floatation Equipment in Shaoxing Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(10):101.
[7]王文明,楊淇椋,蔡依廷,等.MSBR工藝在高排放標(biāo)準(zhǔn)污水處理廠的應(yīng)用[J].中國給水排水,2020,36(16):111.
WANG Wen-ming,YANG Qi-liang,CAI Yi-ting,et al.Application of MSBR Process in Wastewater Treatment Plant with Stringent Discharge Standard[J].China Water & Wastewater,2020,36(10):111.
[8]郝二成,郭毅,劉偉巖,等.基于數(shù)學(xué)模擬的污水廠運(yùn)行分析——控制與優(yōu)化[J].中國給水排水,2020,36(17):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Control and Optimization[J].China Water & Wastewater,2020,36(10):23.
[9]王陽,張月,王曉康,等.高排放標(biāo)準(zhǔn)下的改良AAO+深度處理工程案例[J].中國給水排水,2020,36(18):56.
WANG Yang,ZHANG Yue,WANG Xiao-kang,et al.Project Case of Modified AAO and Advanced Treatment Process under High Emission Standards[J].China Water & Wastewater,2020,36(10):56.
[10]鄭楓,慕楊,孫遜.MBR工藝用于山東省某污水處理廠擴(kuò)建工程[J].中國給水排水,2020,36(18):81.
ZHENG Feng,MU Yang,SUN Xun.MBR Process Used in Expansion Project of a Sewage Treatment Plant in Shandong Province[J].China Water & Wastewater,2020,36(10):81.
更新日期/Last Update: 2021-05-17
