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En el instante 21 de octubre de 2025, 9:00:29 UTC,
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Añadido recurso Estimation of peak flow in flood-producing rivers using numerical simulation, geospatial information and evolutionary algorithms a Estimation of peak flow in flood-producing rivers using numerical simulation, geospatial information and evolutionary algorithms
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| 2 | "author": "H Esqueda, S Botello, S Valdez", | 2 | "author": "H Esqueda, S Botello, S Valdez", | ||
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| 55 | "notes": "Floods produce enormous human and material losses every | 55 | "notes": "Floods produce enormous human and material losses every | ||
| 56 | year. Evaluating their extent and severity, and especially simulating | 56 | year. Evaluating their extent and severity, and especially simulating | ||
| 57 | possible future scenarios can improve the response, mitigation and | 57 | possible future scenarios can improve the response, mitigation and | ||
| 58 | prevention of the effects of this phenomenon. This paper presents a | 58 | prevention of the effects of this phenomenon. This paper presents a | ||
| 59 | methodology to reproduce the extent of floods produced by channel | 59 | methodology to reproduce the extent of floods produced by channel | ||
| 60 | overflows and recorded by satellite images, identifying the maximum | 60 | overflows and recorded by satellite images, identifying the maximum | ||
| 61 | discharge that produced it by means of the numerical solution of the | 61 | discharge that produced it by means of the numerical solution of the | ||
| 62 | 2D shallow water equations and Differential Evolution. The objective | 62 | 2D shallow water equations and Differential Evolution. The objective | ||
| 63 | is to minimize the difference between the extent of the flooded area | 63 | is to minimize the difference between the extent of the flooded area | ||
| 64 | recorded in the satellite images, and that obtained in the simulation | 64 | recorded in the satellite images, and that obtained in the simulation | ||
| 65 | by adjusting the maximum value of the flow curve used at the entrance | 65 | by adjusting the maximum value of the flow curve used at the entrance | ||
| 66 | of the channel in the solution domain. The proposal is applied to data | 66 | of the channel in the solution domain. The proposal is applied to data | ||
| 67 | and images corresponding to an area located south of the city of | 67 | and images corresponding to an area located south of the city of | ||
| 68 | Villahermosa, in the Mexican state of Tabasco, which is an area | 68 | Villahermosa, in the Mexican state of Tabasco, which is an area | ||
| 69 | susceptible to flooding by the overflow of the R\u00edo de la Sierra. | 69 | susceptible to flooding by the overflow of the R\u00edo de la Sierra. | ||
| 70 | Our proposal shows that it is possible to have more accurate | 70 | Our proposal shows that it is possible to have more accurate | ||
| 71 | information on the extent and height of water in the flooded area than | 71 | information on the extent and height of water in the flooded area than | ||
| 72 | that shown by the satellite, which can be used as information for | 72 | that shown by the satellite, which can be used as information for | ||
| 73 | prevention and mitigation plans for the adverse effects of flooding.", | 73 | prevention and mitigation plans for the adverse effects of flooding.", | ||
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| 100 | losses every year. Evaluating their extent and severity, and | ||||
| 101 | especially simulating possible future scenarios can improve the | ||||
| 102 | response, mitigation and prevention of the effects of this phenomenon. | ||||
| 103 | This paper presents a methodology to reproduce the extent of floods | ||||
| 104 | produced by channel overflows and recorded by satellite images, | ||||
| 105 | identifying the maximum discharge that produced it by means of the | ||||
| 106 | numerical solution of the 2D shallow water equations and Differential | ||||
| 107 | Evolution. The objective is to minimize the difference between the | ||||
| 108 | extent of the flooded area recorded in the satellite images, and that | ||||
| 109 | obtained in the simulation by adjusting the maximum value of the flow | ||||
| 110 | curve used at the entrance of the channel in the solution domain. The | ||||
| 111 | proposal is applied to data and images corresponding to an area | ||||
| 112 | located south of the city of Villahermosa, in the Mexican state of | ||||
| 113 | Tabasco, which is an area susceptible to flooding by the overflow of | ||||
| 114 | the R\u00edo de la Sierra. Our proposal shows that it is possible to | ||||
| 115 | have more accurate information on the extent and height of water in | ||||
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| 174 | "title": "Estimation of peak flow in flood-producing rivers using | 219 | "title": "Estimation of peak flow in flood-producing rivers using | ||
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