Welkom op het expertplatform!
Dit platform verschaft informatie en kennis omtrent de WL expertisedomeinen 'hydraulica en sediment', 'havens en waterwegen', 'waterbouwkundige constructies', 'waterbeheer' en 'kustbescherming' - gaande van WL medewerkers met hun expertise, het curriculum van deze instelling, tot publicaties, projecten, data (op termijn) en evenementen waarin het WL betrokken is.
Het WL onderschrijft het belang van "open access" voor de ontsluiting van haar onderzoeksresultaten. Lees er meer over in ons openaccessbeleid.
| [ meld een fout in dit record ] | mandje (1): toevoegen | toon |
 |
| one publication added to basket [341841] | |
| Modelling water availability and water allocation strategies in the Scheldt basin: sub report 4-3. Analyses of hydrological models for climate change modelling – PDM modelling Maroy, E.; Velez, C.; Pereira, F.; Nossent, J.; Mostaert, F. (2021). Modelling water availability and water allocation strategies in the Scheldt basin: sub report 4-3. Analyses of hydrological models for climate change modelling – PDM modelling. Version 2.0. FHR reports, 00_162_4-3. Flanders Hydraulics Research: Antwerp. XV, 86 + 293 p. app. pp. https://dx.doi.org/10.48607/31
Deel van: FHR reports. Flanders Hydraulics Research: Antwerp, meer
|  |
| Beschikbaar in | Auteurs |
| |
| Documenttype: Projectrapport | |
| Trefwoorden |
Numerical modelling Standardization > Calibration Water management > Hydrology > Conceptual models België, Schelde R. [Marine Regions] |
| Author keywords |
|
| Project | Top | Auteurs |
|
| Auteurs | Top | |
|
|
| Abstract |
The optimization during calibration is performed based on an automatic procedure, followed by a visual control. During the optimization routine the parameter sets are selected based on 2 criteria: (1) absolute error on cumulated total flow at each time step, and (2) logarithmic Nash-Sutcliff efficiency. The first criterion aims to model the global flow pattern, the latter focuses mainly on the low flows. Overall, the performance of the calibrated PDM models, is as good if not better compared to the other lumped rainfall-runoff models already calibrated: NAM. The summarized results for each of the gauged sub catchments within the study area, allow the user to get insight in the performance of the PDM model for each of the involved sub catchments. Based on this information and the evaluation of the NAM, VHM and WETSPA models, the user can make a well-grounded decision on which model to use for the considered objective. |
| Top | Auteurs |
