Successful river water quality modelling requires the specification of an a
ppropriate model structure and process formulation. Both must be related to
the compartment structure of running water ecosystems including their long
itudinal, vertical, and lateral zonation patterns. Furthermore, the tempora
l variability of abiotic boundary conditions may be important and must be i
ncorporated by an appropriate choice of model parameters. A six-step decisi
on procedure is proposed to achieve these objectives. The steps address the
determination of the following model features: (1) temporal representation
(dynamic or steady-state); (2) model dimensionality; (3) mixing; (4) advec
tion; (5) reaction terms; and (6) boundary conditions. Numerical criteria b
ased on process time constants and length scales provide a basis for these
decisions.