Modelling dispersion in complex open channel flows: Equifinality of model structure (1)

Citation
Bc. Hankin et Kj. Beven, Modelling dispersion in complex open channel flows: Equifinality of model structure (1), STOCH HYDRO, 12(6), 1998, pp. 377-396
Citations number
29
Categorie Soggetti
Civil Engineering
Journal title
STOCHASTIC HYDROLOGY AND HYDRAULICS
ISSN journal
09311955 → ACNP
Volume
12
Issue
6
Year of publication
1998
Pages
377 - 396
Database
ISI
SICI code
0931-1955(199812)12:6<377:MDICOC>2.0.ZU;2-B
Abstract
In a special opportunity, detailed measurements of the flow in an overbank flow in the Flood Channel Facility at HR Wallingford were used in conjuncti on with tracer test data to assess the effectiveness of dispersion models b ased around random particle tracking (RPT). Ten different RPT models based on different assumptions and levels of information about the nature of the Lagrangian velocity field were investigated. Multiple simulations were used to calibrate variable parameters controlling the average magnitude of the perturbations for each model by comparison with observed concentrations at one cross-section. The calibrated models were then used to predict concentr ation distributions further downstream. Several of the calibrated models sh owed close agreement between observed and predicted concentration distribut ions. The most complex models using the most information about the velocity distributions were no better (and in some cases worse) in prediction than the simplest models investigated. It would appear that our knowledge of the system, despite the quality of the experiments, is too uncertain to infer a precise model structure.