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Description: W13-Proceedings
Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation
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Description: W13-Proceedings
Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation

Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation

Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation

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Description: W13-Proceedings
Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation
Abstract
The temperature dependency of kinetic parameters in Activated Sludge Models (ASMs) is modeled using the Arrhenius equation. The Arrhenius equation leads to a directly proportional relationship between bacterial activity and temperature which is contrary to the observed inverse relationship at higher temperature above 35°C. The wastewater temperatures at industrial wastewater treatment plants are often higher than 35°C and in many cases necessitate external cooling for optimum biological treatment. In these situations, it is often desirable to minimize the cooling costs by operating the plants at as high a temperature as permissible for desired treatment objectives. To assess the effect of operational temperature above 35°C, it is important to develop an alternative kinetic parameter-temperature model which is applicable for a wider range of temperature. In this study a double Arrhenius model was developed and applied to an industrial wastewater treatment plant to estimate the maximum allowable temperature under various operation conditions. The proposed growth rate – temperature model is compatible with the presently used Arrhenius equation and requires only two additional parameters of Topt (optimum temperature) and θ2 (temperature coefficient at high temperature). Based on the simulation results for a specific industrial wastewater treatment plant, it was established that the operational temperatures as high as 38°C - 42.5°C may be allowed (depending on the plant operational conditions) to achieve the desired nitrification performance at the plant
The temperature dependency of kinetic parameters in Activated Sludge Models (ASMs) is modeled using the Arrhenius equation. The Arrhenius equation leads to a directly proportional relationship between bacterial activity and temperature which is contrary to the observed inverse relationship at higher temperature above 35°C. The wastewater temperatures at...
Author(s)
Rajeev GoelOliver Schraa
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2013
ISSN1938-6478
DOI10.2175/193864713813667548
Volume / Issue2013 / 19
Content sourceWEFTEC
Copyright2013
Word count237

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Description: W13-Proceedings
Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation
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Description: W13-Proceedings
Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation
Abstract
The temperature dependency of kinetic parameters in Activated Sludge Models (ASMs) is modeled using the Arrhenius equation. The Arrhenius equation leads to a directly proportional relationship between bacterial activity and temperature which is contrary to the observed inverse relationship at higher temperature above 35°C. The wastewater temperatures at industrial wastewater treatment plants are often higher than 35°C and in many cases necessitate external cooling for optimum biological treatment. In these situations, it is often desirable to minimize the cooling costs by operating the plants at as high a temperature as permissible for desired treatment objectives. To assess the effect of operational temperature above 35°C, it is important to develop an alternative kinetic parameter-temperature model which is applicable for a wider range of temperature. In this study a double Arrhenius model was developed and applied to an industrial wastewater treatment plant to estimate the maximum allowable temperature under various operation conditions. The proposed growth rate – temperature model is compatible with the presently used Arrhenius equation and requires only two additional parameters of Topt (optimum temperature) and θ2 (temperature coefficient at high temperature). Based on the simulation results for a specific industrial wastewater treatment plant, it was established that the operational temperatures as high as 38°C - 42.5°C may be allowed (depending on the plant operational conditions) to achieve the desired nitrification performance at the plant
The temperature dependency of kinetic parameters in Activated Sludge Models (ASMs) is modeled using the Arrhenius equation. The Arrhenius equation leads to a directly proportional relationship between bacterial activity and temperature which is contrary to the observed inverse relationship at higher temperature above 35°C. The wastewater temperatures at...
Author(s)
Rajeev GoelOliver Schraa
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2013
ISSN1938-6478
DOI10.2175/193864713813667548
Volume / Issue2013 / 19
Content sourceWEFTEC
Copyright2013
Word count237

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Rajeev Goel# Oliver Schraa. Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 30 Jun. 2025. <https://www.accesswater.org?id=-281648CITANCHOR>.
Rajeev Goel# Oliver Schraa. Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 30, 2025. https://www.accesswater.org/?id=-281648CITANCHOR.
Rajeev Goel# Oliver Schraa
Maximum Allowable Temperature for Nitrification in Industrial Wastewater Treatment Plant – Model Based Evaluation
Access Water
Water Environment Federation
December 22, 2018
June 30, 2025
https://www.accesswater.org/?id=-281648CITANCHOR