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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| Simple conceptual water quality models Woldegioris, B.T.; Van Grinensven, A.; Pereira, F.; Bauwens, W. (2015). Simple conceptual water quality models, in: E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands. pp. [1-11]
In: (2015). E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands. IAHR: [s.l.].
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| Beschikbaar in | Auteurs |
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| Documenttype: Congresbijdrage | |
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Water quality |
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| Abstract |
This paper presents quasi-analytical solutions of river water quality modelling approach that integrates QUAL2E pollutant transformation ODEs in to dynamic CSTR method as an improvement over the numerical solution approaches used in conceptual water quality models. We compared it with the Euler method implemented in the widely applied SWAT model and explicit as well as implicit fourth order Rung-Kuta methods implemented in conceptual water quality models such as QUASAR and QUESTOR. The improvement mainly aimed at increasing model accuracy and solution stability with special emphasis for simulations during the low flow periods. We evaluated the behaviors of results from the Euler numerical solutions and the Runge Kuta4 numerical integration methods. It turned out that the numerical methods show serious instability for large residence times because of overestimations of decay processes. To overcome the instability we derived, based on simplifying assumptions, quasi-analytical solutions of inhomogeneous first order differential equations resulting from integration of the QUAL2E transformation formulations in to the CSTR-based mass balance equations. Finally, we tested the stability of the quasi-analytical method for real simulations and hypothetical extreme low flow scenarios. The new quasi-analytical solution gives unconditionally stable solution even when advanced implicit fourth order Rung-Kuta schemes give unstable results. It also gives fairly comparable results with the reference RWQM while running 130,000 times faster than it. Water quality processes are so critical during the low flow periods that it is fair to conclude that this approach is preferable to the numerical solutions of solute transformation ODEs. Besides the riverine system, this approach is well suited for water quality modelling in conveyance systems associated with large residence times like navigation canals. Furthermore, we demonstrated that the dynamic quasi-analytical CSTR solution of non-conservative pollutant modelling is analogous to the classical steady linear reservoir approach with variable and residence-time-dependent reservoir constant. In the context of decision support system, we believe that the implementation of this approach combined with conceptual water quantity modelling methods makes it vitally complementary to detailed models for management and operation of water quality problems demanding fast and fairly accurate results. |
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