Over het archief
In 2012 verloren we Jean Jacques Peters, voormalig ingenieur van het Waterbouwkundig Laboratorium (1964 tot 1979) en internationaal expert in sedimenttransport, rivierhydraulica en -morfologie. Als eerbetoon aan hem hebben we potamology (http://www.potamology.com/) gecreëerd, een virtueel gedenkarchief dat als doel heeft om zijn manier van denken en morfologische aanpak van rivierproblemen in de wereld in stand te houden en te verspreiden.
Het merendeel van z’n werk hebben we toegankelijk gemaakt via onderstaande zoekinterface.
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| 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
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| Documenttype: Projectrapport | |
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Numerical modelling Standardization > Calibration Water management > Hydrology > Conceptual models België, Schelde R. [Marine Regions] |
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| 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. |
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