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Description: Book cover
Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification
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Description: Book cover
Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification

Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification

Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification

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Description: Book cover
Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification
Abstract
The performance of ten full scale wastewater treatment facilities applying IFAS and MBBR systems was evaluated using the Unified Model for Activated Sludge, IFAS and MBBR systems. At each facility, the model was applied to compute the biofilm surface area required to achieve nitrification based on the plant loading, mixed liquor temperature and aerobic mixed liquor MCRT. The effluent ammonium-N was then computed for the amount of biofilm surface area installed and compared to the plant effluent. The analysis showed that the model was able to accurately predict the performance of the facilities (9 out of 9 for which data exists for average loads, 6 out of 6 for peak loads). When the quantity of media installed exceeded the amount computed by the model (% of Media Required that is Installed is > 100%), the observed data showed that the plant was able to achieve less than 2 mg/L under average flow and less than 3 mg/L under diurnal peak load. What is significant is that when the quantity of media installed was less than the amount computed by the model, the plant was not able to nitrify adequately. This was observed at two out of the ten facilities where the model showed that the effluent ammonium-N would exceed 5 mg/L. The results of the model can be applied to determine the additional amount of biofilm surface area (and media) that is required to achieve satisfactory nitrification. Alternatively, for IFAS systems, the model shows how much the aerobic mixed liquor MCRT would have to be increased in lieu of increasing the amount of biofilm surface area. A series of nomographs were generated to enable a designer to determine the biofilm surface area based on temperatures, 4 hour peak to diurnal average loadings and BOD5:TKN ratios.
The performance of ten full scale wastewater treatment facilities applying IFAS and MBBR systems was evaluated using the Unified Model for Activated Sludge, IFAS and MBBR systems. At each facility, the model was applied to compute the biofilm surface area required to achieve nitrification based on the plant loading, mixed liquor temperature and aerobic mixed liquor MCRT. The effluent ammonium-N...
Author(s)
Dipankar SenRhodes R. CopithornClifford W. Randall
SourceProceedings of the Water Environment Federation
SubjectSession 4: Municipal Wastewater Treatment Processes: Hydrodynamic Cavitation Pilot Study for Controlling Cooling Water Quality
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:13L.185;1-
DOI10.2175/193864706783710802
Volume / Issue2006 / 13
Content sourceWEFTEC
First / last page(s)185 - 199
Copyright2006
Word count334

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Description: Book cover
Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification
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Description: Book cover
Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification
Abstract
The performance of ten full scale wastewater treatment facilities applying IFAS and MBBR systems was evaluated using the Unified Model for Activated Sludge, IFAS and MBBR systems. At each facility, the model was applied to compute the biofilm surface area required to achieve nitrification based on the plant loading, mixed liquor temperature and aerobic mixed liquor MCRT. The effluent ammonium-N was then computed for the amount of biofilm surface area installed and compared to the plant effluent. The analysis showed that the model was able to accurately predict the performance of the facilities (9 out of 9 for which data exists for average loads, 6 out of 6 for peak loads). When the quantity of media installed exceeded the amount computed by the model (% of Media Required that is Installed is > 100%), the observed data showed that the plant was able to achieve less than 2 mg/L under average flow and less than 3 mg/L under diurnal peak load. What is significant is that when the quantity of media installed was less than the amount computed by the model, the plant was not able to nitrify adequately. This was observed at two out of the ten facilities where the model showed that the effluent ammonium-N would exceed 5 mg/L. The results of the model can be applied to determine the additional amount of biofilm surface area (and media) that is required to achieve satisfactory nitrification. Alternatively, for IFAS systems, the model shows how much the aerobic mixed liquor MCRT would have to be increased in lieu of increasing the amount of biofilm surface area. A series of nomographs were generated to enable a designer to determine the biofilm surface area based on temperatures, 4 hour peak to diurnal average loadings and BOD5:TKN ratios.
The performance of ten full scale wastewater treatment facilities applying IFAS and MBBR systems was evaluated using the Unified Model for Activated Sludge, IFAS and MBBR systems. At each facility, the model was applied to compute the biofilm surface area required to achieve nitrification based on the plant loading, mixed liquor temperature and aerobic mixed liquor MCRT. The effluent ammonium-N...
Author(s)
Dipankar SenRhodes R. CopithornClifford W. Randall
SourceProceedings of the Water Environment Federation
SubjectSession 4: Municipal Wastewater Treatment Processes: Hydrodynamic Cavitation Pilot Study for Controlling Cooling Water Quality
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2006
ISSN1938-6478
SICI1938-6478(20060101)2006:13L.185;1-
DOI10.2175/193864706783710802
Volume / Issue2006 / 13
Content sourceWEFTEC
First / last page(s)185 - 199
Copyright2006
Word count334

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Dipankar Sen# Rhodes R. Copithorn# Clifford W. Randall. Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 2 Oct. 2025. <https://www.accesswater.org?id=-292933CITANCHOR>.
Dipankar Sen# Rhodes R. Copithorn# Clifford W. Randall. Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed October 2, 2025. https://www.accesswater.org/?id=-292933CITANCHOR.
Dipankar Sen# Rhodes R. Copithorn# Clifford W. Randall
Successful Evaulation of Ten IFAS and MMBR Facilities by applying the Unified Model to Quantify Biofilm Surface Area Requirements for Nitrificaiton, Determine its Accuracy in Prediciting Effluent Characteristics, and understand the Contribution of Media towards Organics Removal and Nitrification
Access Water
Water Environment Federation
December 22, 2018
October 2, 2025
https://www.accesswater.org/?id=-292933CITANCHOR