An accurate definition of river geometry is essential to implement one-dimensional (1D) hydraulic models and, in particular, appropriate spacing between cross-sections is key for capturing rivers hydraulic behaviour. This work explores the potential of an entropy-based approach, as a complementary method to existing guidelines, to determine the optimal number of cross-sections to support 1D hydraulic modelling. To this end, given a redundant collection of existing cross-sections, a location subset is selected minimizing total correlation (as a measure of redundancy) and maximizing joint entropy (as a measure of information content). The problem is posed as a multi-objective optimization problem, and solved using a genetic algorithm (NSGA-II). The proposed method is applied to a river reach of the Po River (Italy) and compared to standard guidelines for 1D hydraulic modelling. Cross-sections selected through the proposed methodology were found to provide an accurate description of flood water profile, while optimizing computational efficiency.
An entropy approach for the optimization of cross-section spacing for river modelling / Ridolfi, E.; Alfonso, L.; Di Baldassarre, G.; Dottori, F.; Russo, F.; Napolitano, F.. - In: HYDROLOGICAL SCIENCES JOURNAL. - ISSN 0262-6667. - ELETTRONICO. - 59:1(2014), pp. 126-137. [10.1080/02626667.2013.822640]
An entropy approach for the optimization of cross-section spacing for river modelling
E. Ridolfi
;F. Russo;F. Napolitano
2014
Abstract
An accurate definition of river geometry is essential to implement one-dimensional (1D) hydraulic models and, in particular, appropriate spacing between cross-sections is key for capturing rivers hydraulic behaviour. This work explores the potential of an entropy-based approach, as a complementary method to existing guidelines, to determine the optimal number of cross-sections to support 1D hydraulic modelling. To this end, given a redundant collection of existing cross-sections, a location subset is selected minimizing total correlation (as a measure of redundancy) and maximizing joint entropy (as a measure of information content). The problem is posed as a multi-objective optimization problem, and solved using a genetic algorithm (NSGA-II). The proposed method is applied to a river reach of the Po River (Italy) and compared to standard guidelines for 1D hydraulic modelling. Cross-sections selected through the proposed methodology were found to provide an accurate description of flood water profile, while optimizing computational efficiency.File | Dimensione | Formato | |
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