Abstract
Successful river water quality modelling requires the specification of an appropriate model
structure and process formulation. Both must be related to the compartment structure of running water
ecosystems including their longitudinal, vertical, and lateral zonation patterns. Furthermore, the temporal
variability of abiotic boundary conditions may be important and must be incorporated by an appropriate
choice of model parameters. A six-step decision 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) advection; (5) reaction terms; and (6) boundary
conditions. Numerical criteria based on process time constants and length scales provide a basis for these
decisions.
Original language | English |
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Journal | Water Science and Technology |
Volume | 43 |
Issue number | 5 |
Pages (from-to) | 1-9 |
ISSN | 0273-1223 |
Publication status | Published - 2001 |
Keywords
- dissolved oxygen
- Activated sludge models
- eutrophication
- rivers
- water quality models