2006
DOI: 10.2166/wst.2006.537
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ADM1-based methodology for the characterisation of the influent sludge in anaerobic reactors

Abstract: This paper presents a systematic methodology to characterise the influent sludge in terms of the ADM1 components from the experimental measurements traditionally used in wastewater engineering. For this purpose, a complete characterisation of the model components in their elemental mass fractions and charge has been used, making a rigorous mass balance for all the process transformations and enabling the future connection with other unit-process models. It also makes possible the application of mathematical al… Show more

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Cited by 31 publications
(12 citation statements)
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“…In general, the waste activated sludge (WAS) mainly consisted of protein and carbohydrate. During anaerobic digestion, 1 g of protein (C 4 H 6.1 O 1.2 N, equivalent to 1.53 g of COD) and carbohydrate (C 6 H 10 O 5 , equivalent to 1.18 g of COD) can theoretically produce methane at 0.59 and 0.45 L CH 4 , respectively 20 . In contrast, 1 g of PHA (C 4 H 6 O 2 , equivalent to 1.67 g of COD) can theoretically generate more CH 4 (0.65 L CH 4 /g PHA) in comparison with protein and carbohydrate 21 .…”
Section: Discussionmentioning
confidence: 99%
“…In general, the waste activated sludge (WAS) mainly consisted of protein and carbohydrate. During anaerobic digestion, 1 g of protein (C 4 H 6.1 O 1.2 N, equivalent to 1.53 g of COD) and carbohydrate (C 6 H 10 O 5 , equivalent to 1.18 g of COD) can theoretically produce methane at 0.59 and 0.45 L CH 4 , respectively 20 . In contrast, 1 g of PHA (C 4 H 6 O 2 , equivalent to 1.67 g of COD) can theoretically generate more CH 4 (0.65 L CH 4 /g PHA) in comparison with protein and carbohydrate 21 .…”
Section: Discussionmentioning
confidence: 99%
“…The ADM1 assumes that this fraction returns directly to the complex particulate pool, lumped in the fraction X c . Such mechanism is reasonable when dealing with secondary sludge AD, as the substrate and the active biomass show comparable composition (mainly biomass) and physical characteristics (colloidal nature), but fails in theoretical rigor when the substrates have completely different nature (Huete et al, 2006;Yasui et al, 2008). In this study, we focused on the characterization of the disintegration step in order to simulate batch experimental results on anaerobic degradation of TPS and TF.…”
Section: Modeling Anaerobic Digestion Of Tannery Wastementioning
confidence: 99%
“…Interfacing activated sludge with anaerobic digestion and addressing the general problems associated with the composite material in ADM1 have been some of the most intensively addressed topics since Benchmarking of Control Strategies for Wastewater Treatment Plants ADM1 was published (e.g., Copp et al 2003;Huete et al 2006;Kleerebezem & van Loosdrecht, 2006;Vanrolleghem et al 2005b;Volcke et al 2006b;Wett et al 2006). There are several important issues that have been addressed with this BSM2 interface.…”
Section: Further Remarksmentioning
confidence: 99%