1997
DOI: 10.1002/(sici)1099-1085(199707)11:9<1115::aid-hyp548>3.0.co;2-t
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A MATLAB implementation of TOPMODEL
Abstract: The MATLAB SIMULINK programming language is applied to the TOPMODEL rainfall±runo model. SIMULINK requires a good recognition of model dynamics, which has been achieved here in a version based on the ®rst TOPMODEL (Beven and Kirkby, 1979). Introducing the topographic index distribution in a vector form allows the generalization and simpli®cation of the SIMULINK structure. The SIMULINK version of TOPMODEL has a very easy to understand graphical representation, which shows, in a straightforward way, all the phys…
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Cited by 20 publications
(9 citation statements)
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“…Of course, other candidates for future DBM rainfall-flow modelling research are clearly available and may be more hydrologically acceptable than those discussed here: for instance, HCM models, such as the Bedford-Ouse and IHACRES models (see the comparison between these HCM models and a more complex DBM model, including temperature-induced effects, in Young (2001b)), and the core (dominant mode), Bernoulli-type differential equation of TOPMODEL (e.g. see Romanowicz (1997)). Whatever model structures are considered, however, this search for physically meaningful explanations of rainfall-flow data is made more straightforward because of the systematic, statistical approach that is the hallmark of all DBM modelling.…”
Section: Discussionmentioning
confidence: 99%
“…Of course, other candidates for future DBM rainfall-flow modelling research are clearly available and may be more hydrologically acceptable than those discussed here: for instance, HCM models, such as the Bedford-Ouse and IHACRES models (see the comparison between these HCM models and a more complex DBM model, including temperature-induced effects, in Young (2001b)), and the core (dominant mode), Bernoulli-type differential equation of TOPMODEL (e.g. see Romanowicz (1997)). Whatever model structures are considered, however, this search for physically meaningful explanations of rainfall-flow data is made more straightforward because of the systematic, statistical approach that is the hallmark of all DBM modelling.…”
Section: Discussionmentioning
confidence: 99%
“…The TOPMODEL code was originally developed by Beven and Kirkby (1979); however, many researchers have extensively modified the code, and numerous versions of TOPMODEL now exist in several programming languages (e.g. Robson and others, 1992;Romanowicz, 1997;Metcalfe and others, 2014). TOPMODEL has been used to study a variety of hydrologic research topics, including topographic effects on water quality (Wolock, 1988;Wolock and others, 1990;Wolock and McCabe, 1999), topographic effects on streamflow (Beven and Wood, 1983;Beven and others, 1984;Kirkby, 1986), spatial-scale effects on hydrologic processes (Sivapalan and others, 1987;Beven and others, 1988;Wood and others, 1988;Sivapalan and others, 1990;Wood and others, 1990;Famiglietti and Wood, 1991;Famiglietti, 1992), and the geomorphic evolution of basins (Ijjász-Vásquez and others, 1992).…”
Section: Relation Of Delaware River Basin Water To Previous Studiesmentioning
confidence: 99%
“…Diferentes métodos de otimização são revisados e codificados por Press et al (1996), por exemplo, o método simplex multidimensional. Entre as implementações numéricas do modelo topmodel citamos aqui duas: a codificação em Matlab de Romanowicz (1997) e a biblioteca R-hydro em C++ do R.…”
Section: Modelagem Da Distribuição Da Saturação De áGua Do Solo Em Teunclassified
