Abstract
The analysis of field observations of surf zone dynamics has revealed some 'unexpected' behaviour of the coastal system, generally referred to as `free behaviour', which is behaviour that is unrelated to similar patterns in the external forcing. Present-day process-based modeling concepts are not capable to deal with these free modes of behaviour. In order to assess the validity of model-based predictions of bar dynamics, the relative importance of free behaviour versus forced response in the surf zone needs to be addressed. This work aims to contribute to the debate, by investigating the sensitivity of breaker bar behaviour to chronology effects from coastal profile modeling at a multiple-barred beach, with probabilistic forcing conditions. The results show chronology effects merely affect the predicted height of the bars, rather than their location which is remarkably consistent over the various runs. The latter observation has raised the question up to what extent predicted bar behaviour is controlled by model characteristics (concept, parameter settings), rather than system and forcing characteristics.
| Original language | English |
|---|---|
| Title of host publication | 26th International Conference on Coastal Engineering |
| Publisher | American Society of Civil Engineers |
| Pages | 2409-2422 |
| Number of pages | 14 |
| Volume | 3 |
| DOIs | |
| Publication status | Published - 1998 |
| Externally published | Yes |
| Event | 26th International Conference on Coastal Engineering, ICCE 1998 - Copenhagen, Denmark Duration: 22 Jun 1998 → 27 Jun 1998 Conference number: 26 |
Conference
| Conference | 26th International Conference on Coastal Engineering, ICCE 1998 |
|---|---|
| Abbreviated title | ICCE |
| Country/Territory | Denmark |
| City | Copenhagen |
| Period | 22/06/98 → 27/06/98 |
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