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dc.contributor.author | Alfonso Arrieta-Pastrana | es_ES |
dc.contributor.author | Coronado-Hernández, Oscar E. | es_ES |
dc.contributor.author | Fuertes-Miquel, Vicente S. | es_ES |
dc.date.accessioned | 2024-07-19T18:05:56Z | |
dc.date.available | 2024-07-19T18:05:56Z | |
dc.date.issued | 2024-04 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/206444 | |
dc.description.abstract | [EN] Tidal inlet structures are engineering projects with associated benefits related to flood control, water quality enhancement, and coastal protection. This study analyzes the performance of hydraulic gates on a stabilized inlet in estuarine systems by developing a simplified hydraulic model that considers inlet and outlet water levels. The proposed model was applied to the stabilized tidal inlet structure in Cartagena de Indias, Colombia. This model offers a practical tool for engineers and designers operating estuarine systems. The analysis focuses on the coastal lagoon of Ci & eacute;naga de la Virgen. The proposed model was successfully calibrated using two water sensors, with extreme input and outlet flow rates of approximately 260 m3/s and 110 m3/s, respectively. The average daily output volume in the system is 3,361,000 m3, while the average daily input volume is 3,200,000 m3. Consequently, the manipulation of the opening gates results in a decrease in the estuarine water level, potentially by as much as 25 cm, which local authorities can use to make decisions to reduce extreme water levels during flooding events. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | MDPI AG | es_ES |
dc.relation.ispartof | Hydrology | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Cartagena | es_ES |
dc.subject | Coastal lagoon | es_ES |
dc.subject | Ciénaga de la Virgen | es_ES |
dc.subject | Hydraulic model | es_ES |
dc.subject | Gates | es_ES |
dc.subject | Tidal inlet | es_ES |
dc.subject.classification | MECANICA DE FLUIDOS | es_ES |
dc.title | Analysis of the Impact of Hydraulic Gates on a Stabilized Tidal Inlet Structure: Mathematical Model and Data Measurements | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3390/hydrology11040046 | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials | es_ES |
dc.description.bibliographicCitation | Alfonso Arrieta-Pastrana; Coronado-Hernández, OE.; Fuertes-Miquel, VS. (2024). Analysis of the Impact of Hydraulic Gates on a Stabilized Tidal Inlet Structure: Mathematical Model and Data Measurements. Hydrology. 11(4):1-15. https://doi.org/10.3390/hydrology11040046 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.3390/hydrology11040046 | es_ES |
dc.description.upvformatpinicio | 1 | es_ES |
dc.description.upvformatpfin | 15 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 11 | es_ES |
dc.description.issue | 4 | es_ES |
dc.identifier.eissn | 2306-5338 | es_ES |
dc.relation.pasarela | S\522323 | es_ES |