Dear David, I'm trying to execute a transport modelling of 1D-flowtube, containing an ammonium contamination, that is flushed by pristine background water (contains oxygen, but no ammonium). Ammonium is retarded by cation exchange, which I can succesfully simulate. But now I wanted to incorporate kinetic ammonium oxidation (inflowing solution contains oxygen). I defined rates and kinetics in Phreeqc, but the simulation allways ends after 7 transport steps. Is it possible that this is due to the fact that the time to travel a 1m cell (=1 shift) is high (8.3333... days= 720 000s, because the effective groundwater velocity = 0.11875m/d)? I tried step_divide > 1 (till 1000), but this didn't seem to help. Are these problems typically occurring when dealing with kinetics? have you any suggestions to resolve this problem or did I make some error in my kinetic formulation? Thanks in advance and best regards, bruno Bruno Haerens Hydrogeology & Engineering Geology Dpt. Geography-Geology Katholieke Universiteit Leuven Redingenstraat 16 B-3000 Leuven (Belgium) tel. +32-(0)16-326449 fax. +32-(0)16-326401 http://www.kuleuven.ac.be/geology/hsg/H&EG/H&EG.html attached files: input.pqi = input file for phreecI phreeqc.dat = database file (ammonium considered as a seperate component amm) nitrification = kinetic formulation of ammonium oxidation
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vgl_phreeqc_pht3d_interactive.pqi
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Phreeqc.dat
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Nitrification.doc
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