2005Wuxi Qinggong Daxue xuebaoRequires access

Start-up of Anaerobic Ammonium Oxidation Reaction in UASB Bioreactor

Junqin Yao

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Abstract

The start-up of anaerobic ammonium oxidation(ANAMMOX) process and operational characteristics in a 3.2 L Upflow Anaerobic Sludge Blanket(UASB) reactor seeding with activated sludge from a municipal sewage treatment plant was investigated.The UASB bioreactor was feed with artificial wastewater composed of ammonium and nitrite at proper NH_4~+-N/NO_2~——N ratio and the influent dissolved oxygen concentration of 2.7~3.2 mg/L.The results demonstrated that ANAMMOX process was achieved successfully with high removal efficiencies of NH_4~+-N and NO_2~——N upto 99.6% and 75.4% after 119 day's of operation and acclimation.The removal efficiencies of NH_4~+-N,NO_2~——N and TN could reach as high as 99.9%,99.9%,and 91.2% after the concentration of NH_4~+-N increased form 50 mg/L to 70 mg/L and the ratio of NH_4~+-N to NO_2~——N was equal to 1∶1.32.Furthermore,the average ratio of removed ammonia,removed nitrite and produced nitrate was 1∶1.54∶0.30 at the stable stage of the process.The effluent pH kept around 8.4 and the alkalinity varied a little.The biomass obtained with high ANAMMOX activity was brown.The grain-sludge of brown was found at the bottom of the bioreactor.The operation showed that the volume load and the temperature of reaction part could influence the running of the bioreactor.

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The start-up of anaerobic ammonium oxidation(ANAMMOX) process and operational characteristics in a 3.2 L Upflow Anaerobic Sludge Blanket(UASB) reactor seeding with activated sludge from a municipal sewage treatment plant was investigated.The UASB bioreactor was feed with artificial wastewater composed of ammonium and nitrite at proper NH_4~+-N/NO_2~——N ratio and the influent dissolved oxygen concentration of 2.7~3.2 mg/L.The results demonstrated that ANAMMOX process was achieved successfully with high removal efficiencies of NH_4~+-N and NO_2~——N upto 99.6% and 75.4% after 119 day's of operation and acclimation.The removal efficiencies of NH_4~+-N,NO_2~——N and TN could reach as high as 99.9%,99.9%,and 91.2% after the concentration of NH_4~+-N increased form 50 mg/L to 70 mg/L and the ratio of NH_4~+-N to NO_2~——N was equal to 1∶1.32.Furthermore,the average ratio of removed ammonia,removed nitrite and produced nitrate was 1∶1.54∶0.30 at the stable stage of the process.The effluent pH kept around 8.4 and the alkalinity varied a little.The biomass obtained with high ANAMMOX activity was brown.The grain-sludge of brown was found at the bottom of the bioreactor.The operation showed that the volume load and the temperature of reaction part could influence the running of the bioreactor.

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Available abstract

The start-up of anaerobic ammonium oxidation(ANAMMOX) process and operational characteristics in a 3.2 L Upflow Anaerobic Sludge Blanket(UASB) reactor seeding with activated sludge from a municipal sewage treatment plant was investigated.The UASB bioreactor was feed with artificial wastewater composed of ammonium and nitrite at proper NH_4~+-N/NO_2~——N ratio and the influent dissolved oxygen concentration of 2.7~3.2 mg/L.The results demonstrated that ANAMMOX process was achieved successfully with high removal efficiencies of NH_4~+-N and NO_2~——N upto 99.6% and 75.4% after 119 day's of operation and acclimation.The removal efficiencies of NH_4~+-N,NO_2~——N and TN could reach as high as 99.9%,99.9%,and 91.2% after the concentration of NH_4~+-N increased form 50 mg/L to 70 mg/L and the ratio of NH_4~+-N to NO_2~——N was equal to 1∶1.32.Furthermore,the average ratio of removed ammonia,removed nitrite and produced nitrate was 1∶1.54∶0.30 at the stable stage of the process.The effluent pH kept around 8.4 and the alkalinity varied a little.The biomass obtained with high ANAMMOX activity was brown.The grain-sludge of brown was found at the bottom of the bioreactor.The operation showed that the volume load and the temperature of reaction part could influence the running of the bioreactor.

Key concepts: Anammox, Bioreactor, Nitrite, Alkalinity, Effluent, Chemistry, Ammonium, Anaerobic exercise

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