title: Applications and limitations of ADM 1 in municipal wastewater solids treatment.
abstract: The ADM 1 model has been implemented in a steady-state whole wastewater plant simulator. The ADM 1 model has been in use with good success for approximately 2 years on a wide range of wastewater treatment facilities. However, a number of modifications were necessary to allow it to be used in the context of municipal wastewater treatment. It was found that the model's use was greatly simplified if used in conjunction with a larger plant simulator to assist in the feed fractionation. It was also found that a better fit to actual operating data was achieved if some of the slowly biodegradable particulate fraction was partitioned into ADM particulate fractions other than the composite fraction. Another significant limitation of the model is in the absence of phosphorus modeling. The ADM model needs to have phosphorus handling for all the relevant fractions, and needs to include the handling of inorganic reactions such as struvite precipitation and metal phosphate/metal hydroxide precipitation. Activity effects on chemical equilibria are significant when considering phosphorus. Also of importance in wastewater treatment is the fate of sulfur compounds. This includes the generation of H2S in the digester gas and the fate of the sulfur species in the digested sludge (as a predictor of odour-generating potential).
authors.affiliation: CH2M HILL, Englewood, CO 80112, USA.
authors.forename: B R
authors.initials: BR
authors.lastname: Johnson
authors.forename: Y
authors.initials: Y
authors.lastname: Shang
mesh_terms: D000693:Anaerobiosis; D052918:Environmental Restoration and Remediation; D008962:Models, Theoretical; D010758:Phosphorus / Q000378:metabolism; D012037:Refuse Disposal; D014873:Water Pollutants
chemical_list: D014873:Water Pollutants; D010758:Phosphorus