Transport Prediction in Partially Stratified Tidal Water
- 1 March 1990
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Hydraulic Engineering
- Vol. 116 (3) , 380-396
- https://doi.org/10.1061/(asce)0733-9429(1990)116:3(380)
Abstract
The essentials of hydrodynamic model application techniques and necessary supporting data are given for the situation of a partially stratified water body. The presentation is aimed at improving numerical predictions of tidal hydrodynamics, and is oriented toward somewhat experienced modelers. So as to guide the modeler, the subjects covered are arranged in the order in which they ideally would be addressed during the execution of a study. These subjects fall broadly under the headings hydrodynamic classification, model selection, model adaptation, model testing and calibration, and model verification and application. Meaningful and quantitative measures are needed to establish model performance, and to provide a basis for model intercomparisons and possible future setting of standards. Various quantitative measures are suggested. To encourage their use, it is recommended that providing a quantitative measure when comparing model data with observed data be a condition for publication. A number of research needs are also identified.Keywords
This publication has 26 references indexed in Scilit:
- Performance Evaluation of Surface Water Transport and Dispersion ModelsJournal of Hydraulic Engineering, 1987
- Simulation of incompressible turbulent flowsJournal of Computational Physics, 1987
- On the use of wave-absorbing layers in the treatment of open boundaries in numerical coastal circulation modelsApplied Mathematical Modelling, 1986
- Skill Tests and Parametric Statistics for Model EvaluationJournal of Hydraulic Engineering, 1986
- Open Boundary Condition for Circulation ModelsJournal of Hydraulic Engineering, 1985
- Bed friction and dissipation in a combined current and wave motionOcean Engineering, 1985
- A two-dimensional numerical modelof the vertical circulation of tides in the St. Lawrence estuaryEstuarine, Coastal and Shelf Science, 1981
- A simple boundary condition for unbounded hyperbolic flowsJournal of Computational Physics, 1976
- A Numerical Model of the Vertical Circulation of Tidal Estuaries and its Application to the Rotterdam WaterwayGeophysical Journal International, 1975
- NEW DIMENSIONS IN ESTUARY CLASSIFICATION1Limnology and Oceanography, 1966