Study on Optimal Controlling Strategy of Backwashing Process in Biological Aerated Filter
Basing on comprehensive analysis of the existing backwashing modes of Biological Aerated Filter (BAF), air and water combined backwashing was taken as the most efficient and economic mode for BAF backwashing in this study to ensure operating stability and backwashing effect. Then the relevant parame...
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Published in | Applied Mechanics and Materials Vol. 507; no. Sustainable Development of Urban and Rural Areas; pp. 874 - 879 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
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Zurich
Trans Tech Publications Ltd
01.01.2014
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Abstract | Basing on comprehensive analysis of the existing backwashing modes of Biological Aerated Filter (BAF), air and water combined backwashing was taken as the most efficient and economic mode for BAF backwashing in this study to ensure operating stability and backwashing effect. Then the relevant parameters, involved in air flushing, air and water combined washing and water rinsing, were optimized reasonably. In this paper, the optimal backwashing control strategy was recommended as follows: air backwashing 3 minutes with air backwashing intensity of 10 L/m2·s,secondly, air and water combined backwashing 3 minutes with both air and water backwashing intensity of 10 L/m2·s,at last,water rinsing for 9 minutes with water rinsing intensity of 10 L/m2·s. To discuss the influence of backwashing process on treatment efficiency of BAF, the changes of headloss and contaminants concentration of BAF before and after backwashing was also investigated in this study. The experimental results revealed that under the optimal backwashing control strategy the water flux could be recovered soon after backwashing. Although the contaminants concentration in initial filtrated water increased slightly, the treatment efficiency of BAF reactors could be back to normal in 2 hours. |
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AbstractList | Basing on comprehensive analysis of the existing backwashing modes of Biological Aerated Filter (BAF), air and water combined backwashing was taken as the most efficient and economic mode for BAF backwashing in this study to ensure operating stability and backwashing effect. Then the relevant parameters, involved in air flushing, air and water combined washing and water rinsing, were optimized reasonably. In this paper, the optimal backwashing control strategy was recommended as follows: air backwashing 3 minutes with air backwashing intensity of 10 L/m2·s,secondly, air and water combined backwashing 3 minutes with both air and water backwashing intensity of 10 L/m2·s,at last,water rinsing for 9 minutes with water rinsing intensity of 10 L/m2·s. To discuss the influence of backwashing process on treatment efficiency of BAF, the changes of headloss and contaminants concentration of BAF before and after backwashing was also investigated in this study. The experimental results revealed that under the optimal backwashing control strategy the water flux could be recovered soon after backwashing. Although the contaminants concentration in initial filtrated water increased slightly, the treatment efficiency of BAF reactors could be back to normal in 2 hours. Basing on comprehensive analysis of the existing backwashing modes of Biological Aerated Filter (BAF), air and water combined backwashing was taken as the most efficient and economic mode for BAF backwashing in this study to ensure operating stability and backwashing effect. Then the relevant parameters, involved in air flushing, air and water combined washing and water rinsing, were optimized reasonably. In this paper, the optimal backwashing control strategy was recommended as follows: air backwashing 3 minutes with air backwashing intensity of 10 L/m 2 ·s,secondly, air and water combined backwashing 3 minutes with both air and water backwashing intensity of 10 L/m 2 ·s,at last,water rinsing for 9 minutes with water rinsing intensity of 10 L/m 2 ·s. To discuss the influence of backwashing process on treatment efficiency of BAF, the changes of headloss and contaminants concentration of BAF before and after backwashing was also investigated in this study. The experimental results revealed that under the optimal backwashing control strategy the water flux could be recovered soon after backwashing. Although the contaminants concentration in initial filtrated water increased slightly, the treatment efficiency of BAF reactors could be back to normal in 2 hours. Basing on comprehensive analysis of the existing backwashing modes of Biological Aerated Filter (BAF), air and water combined backwashing was taken as the most efficient and economic mode for BAF backwashing in this study to ensure operating stability and backwashing effect. Then the relevant parameters, involved in air flushing, air and water combined washing and water rinsing, were optimized reasonably. In this paper, the optimal backwashing control strategy was recommended as follows: air backwashing 3 minutes with air backwashing intensity of 10 L/m2 s,secondly, air and water combined backwashing 3 minutes with both air and water backwashing intensity of 10 L/m2 s,at last,water rinsing for 9 minutes with water rinsing intensity of 10 L/m2 s. To discuss the influence of backwashing process on treatment efficiency of BAF, the changes of headloss and contaminants concentration of BAF before and after backwashing was also investigated in this study. The experimental results revealed that under the optimal backwashing control strategy the water flux could be recovered soon after backwashing. Although the contaminants concentration in initial filtrated water increased slightly, the treatment efficiency of BAF reactors could be back to normal in 2 hours. |
Author | Xie, Kang Zhang, Shou Bin Qiu, Li Ping |
Author_xml | – givenname: Li Ping surname: Qiu fullname: Qiu, Li Ping email: 1297600977@qq.com organization: University of Jinan : Department of Municipal Engineering, School of Civil Engineering & Architecture – givenname: Shou Bin surname: Zhang fullname: Zhang, Shou Bin email: 178080156@qq.com organization: University of Jinan : Department of Municipal Engineering, School of Civil Engineering & Architecture – givenname: Kang surname: Xie fullname: Xie, Kang email: 94385780@qq.com organization: University of Jinan : Department of Municipal Engineering, School of Civil Engineering & Architecture |
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Cites_doi | 10.1016/j.watres.2003.09.024 10.1016/s0043-1354(00)00226-8 10.1016/s1001-0742(09)60116-9 10.1016/j.desal.2006.04.075 |
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Title | Study on Optimal Controlling Strategy of Backwashing Process in Biological Aerated Filter |
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