dc.creator | Coronado Hernández, Óscar Enrique | |
dc.creator | Coronado Hernández, Jairo Rafael | |
dc.creator | Gatica, Gustavo | |
dc.date.accessioned | 2021-02-08T15:36:39Z | |
dc.date.available | 2021-02-08T15:36:39Z | |
dc.date.created | 2021-02-08T15:36:39Z | |
dc.date.issued | 2020-08-06 | |
dc.identifier | Coronado-Hernández, Ó. E., Coronado-Hernandez, J. R., & Gatica, G. (2020). A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels. Procedia Computer Science, 175, 441-446. https://doi.org/10.1016/j.procs.2020.07.062 | |
dc.identifier | https://hdl.handle.net/20.500.12585/9946 | |
dc.identifier | https://www.sciencedirect.com/science/article/pii/S1877050920317439 | |
dc.identifier | 10.1016/j.procs.2020.07.062 | |
dc.identifier | Universidad Tecnológica de Bolívar | |
dc.identifier | Repositorio Universidad Tecnológica de Bolívar | |
dc.description.abstract | Flooding can often occur in many places due to the increasing trend of rainfall events (climate change), the urbanization process of a catchment area, or by an undersized urban channel. Reservoirs are used for limiting flooding since they can store an enough water volume. This research presents a practical procedure for sizing off-line reservoirs with an application in urban channels for places with space limitations. A complete formulation is presented, which can be easily used for designers and engineers for computing dimensions of off-line reservoirs. The formulation is applied to a case study located at the Cartagena de Indias, Colombia. | |
dc.language | eng | |
dc.publisher | Cartagena de Indias | |
dc.rights | http://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.rights | info:eu-repo/semantics/openAccess | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | |
dc.source | Procedia Computer Science Volume 175, 2020, Pages 441-446 | |
dc.title | A practical methodology of design of off-line reservoirs for reducing maximum water levels in urban channels | |