The eawag bio-p module for activated sludge model no. 3

Rieger, Leiv; Koch, Gerhard; Kühni, Martin; Gujer, Willi; Siegrist, Hansruedi

doi:10.1016/s0043-1354(01)00110-5

Cited by 169 publications

(113 citation statements)

References 14 publications

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“…La ejecución de un programa de muestreo y monitoreo requiere experiencia y recursos financieros, pero como contrapartida genera varios beneficios incluyendo la optimización del diseño de la planta, un mejor funcionamiento de las plantas de tratamiento de aguas residuales y ahorros a nivel general (foto: K-water) Henze et al (1987) 2 ASM2D: Henze et al (1999) 3 ASM3-P: Rieger et al (2001) 4 General ASDM: EnviroSim (2007) 5 UCTPHO+ : Hu et al (2007) 6 TUDP: de Kreuk et al (2007) Nota: 1) Dado que, los componentes de materia orgánica en los modelos de lodos activados se expresaron por defecto en unidades de DQO, el símbolo propuesto para nombrar a la variable en esta tabla se muestra sin el subrayado para indicar las unidades de DQO (por ejemplo S VFA ַ◌COD se muestra como S VFA ). Del mismo modo, los componentes que contienen únicamente nitrógeno o fósforo no tienen unidades especificadas en el nombre de la variable con las unidades que se indican en la columna de las unidades.…”

Section: La Huella De Las Aguas Residualesunclassified

“…Koch et al (2000) concluye que el ASM1 y el ASM3 son ambos capaces de describir el comportamiento dinámico en plantas de tratamiento convencionales, mientras que el ASM3 se desempeña mejor en situaciones donde el almacenamiento de substrato rápidamente biodegradable es significativo (aguas residuales industriales) o en plantas con una fracción de zonas no aireadas elevada. El modelo ASM3 puede extenderse para incluir un modelo de EBPR similar al modelo ASM2 (Ky et al, 2001;Rieger et al, 2001).…”

Section: Historia Del Desarrollo De Los Modelos De Lodos Activadosunclassified

See 1 more Smart Citation

Tratamiento biológico de aguas residuales: Principios, modelación y diseño

López-Vázquez¹,

Méndez²,

García³

et al. 2017

Water Intell Online

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Section: La Huella De Las Aguas Residualesunclassified

Section: Historia Del Desarrollo De Los Modelos De Lodos Activadosunclassified

Tratamiento biológico de aguas residuales: Principios, modelación y diseño

López-Vázquez¹,

Méndez²,

García³

et al. 2017

Water Intell Online

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“…In addition to the main model, the UCT model [26], the ASM3 + BioP model [27] also has a certain influence in sewage treatment model research field.…”

Section: The Improvement Of Activated Sludge Process Modelmentioning

confidence: 99%

Research advance of the model of activated sludge process to wastewater treatment

Zhou¹,

Ma²,

Song³

2015

Proceedings of the 2015 Information Technology and Mechatronics Engineering Conference

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Abstract. Activated sludge process model is a powerful tool. Wastewater treatment plant can monitoring and control the capacity and efficiency of sewage treatment accurately through activated sludge process model. This paper demonstrates the development and improvement of the activated sludge process model in detail. Thus it combs the whole process of activated sludge process model and establishes the solid foundation for the further research and improvement of activated sludge process model.

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“…The ASM2d model modified by Gernaey and Jørgensen (2004) was used. These modifications were taken from the EAWAG-P module for ASM3 (Rieger, 2001) and include reduced decay rates for biomass (for X H , X PAO , X PP , X PHA and X AUT ) under anoxic and anaerobic conditions. As stated before, in this approach, more attention is paid to other submodels of the WWTP prior to extensively calibrating the biological process model.…”

Section: Figure 3 -Measured Po4-p Concentration In the Influent (Bluementioning

confidence: 99%

Integrated model-based optimisation at the WWTP of Eindhoven

Keyser

Hulle

Plano

et al. 2012

Water Practice and Technology

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The current model of the full-scale wastewater treatment plant model in Eindhoven uses a state-of-the-art model for the biological processes (ASM2d) and is calibrated for C-and N-removal in dry weather. However, for the "Kallisto" project, which is an innovation programme aiming at a smart improvement of the surface water quality of the river Dommel by applying cost effective integrated system measures, the WWTP model needs to be improved to predict the WWTP performance under all conditions foreseen in the scenarios (e.g. storm events). A project approach was developed with parallel improvements in the different submodels, based on the interaction between submodels and the availability of several on-line sensors in influent, in-process and effluent. This is in contrast to most WWTP modelling studies, where focus is only on one submodel. It should lead to a well-balanced dynamic model that is able to predict WWTP behaviour under various conditions and that will be included in the integrated model, which will serve as an important decision support tool. Keywords urban wastewater system, dynamic modelling, WWTP optimization INTRODUCTIONOverall improvement of efficiency, increasingly stringent effluent discharge limits, the aim for a better surface water quality, minimization of energy use and greenhouse gas emissions are current drivers for the optimization of urban wastewater systems and operational strategies of wastewater treatment plants (WWTPs). In this respect, the use of dynamic models has already proven to be of great value. Indeed, a model with high predictive power allows testing of different optimisation strategies without disrupting the actual operation of the plant i.e. without the risk of losing biomass or violating discharge permits. Waterboard De Dommel (WDD, The Netherlands) has shown long-term interest in the development and use of dynamic models, which resulted in a calibrated dynamic model (including COD, N and P removal) of WWTP Haaren (Sin et al.,2008). Building further on the gained knowledge, a full-scale model of Eindhoven was calibrated and validated for dry weather including C and N removal (Nopens et al., 2010). This model is used as basis in the wastewater treatment plant modelling part of the current "Kallisto" project, which studies the integrated urban water system in the water cluster Eindhoven.

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The eawag bio-p module for activated sludge model no. 3

Cited by 169 publications

References 14 publications

Tratamiento biológico de aguas residuales: Principios, modelación y diseño

Tratamiento biológico de aguas residuales: Principios, modelación y diseño

Research advance of the model of activated sludge process to wastewater treatment

Integrated model-based optimisation at the WWTP of Eindhoven

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