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Dive into the research topics where Rodolfo Silva-Casarín is active.

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Proceedings of the 30th International Conference | 2007

MONITORING SHORELINE CHANGES AT CANCUN BEACH, MEXICO: EFFECTS OF HURRICANE WILMA

Rodolfo Silva-Casarín; I. Mariño-Tapia; C. Enríquez-Ortiz; E. Mendoza-Baldwin; E. Escalante-Mancera; F. Ruiz-Renteria

Cancun beach is one of Mexicos most important coastal resorts and is of paramount importance for the local and national economies. Following the tendency of the time (1970s and 80s), this very large strip-development was built along 17km of coastal dunes on a barrier island on the Mexican Caribbean coast. A very large development, the concentration of buildings in a limited space and the unavailability of sand reserves, has meant that the extreme weather events that occur in the region (hurricanes) have permanently damaged the beach. The effects of hurricane Gilbert in 1988 were especially harmful, Ivan in 2004 and Emily in July 2005 weakened the system, but Wilma (October 2005) caused extreme damage to the beach and coastal infrastructure. As a consequence of the hurricanes prior to Wilma and chronic shoreline recession, the beach had been experiencing receding rates of 2 m/year since 1984. This paper describes the shoreline monitoring system implemented in Cancun in May 2005 which aims to better understand shoreline changes using field data, satellite images, video monitoring, and numerical modeling. The results focus on the effects hurricane Wilma had on the beach. Hurricanedriven erosion presented non-uniform changes along the beach with pronounced accretion in the southern section (15 m beach width gain), and intercalated zones of beach disappearance and eroded but existent beach (~15 m wide).


Proceedings of the 6th International Conference | 2013

AN EXPERIMENTAL EVALUATION OF WAVE ENERGY DISSIPATION DUE TO SUBMERGED STRUCTURES

Edgar Mendoza-Baldwin; Rodolfo Silva-Casarín; Cecilia Enriquez-Ortiz; Gabriel Diaz-Hernandez; Javier L. Lara

An experimental work regarding a group of submerged structures constructed of different materials is presented. The efficiency of each structure related to energy dissipation and the response of a beach profile is analyzed. Among the results, a strong dependency in porosity has been found. The deformation of the sheltered beach and the distribution of the sediment along the profile are used to rank the tested materials. and Javier L. Lara 3


Coastal Engineering Journal | 2017

The Influence of Climate Change on Coastal Erosion Vulnerability in Northeast Brazil

Karoline Angélica Martins; Pedro de Souza Pereira; Rodolfo Silva-Casarín; Antônio Vasconcelos Nogueira Neto

In this paper, an adapted methodology to evaluate coastal erosion vulnerability, which provides a basis for decision-making concerning risk management strategies, is described. The vulnerability evaluation was based on weighted indicators and assessed the vulnerability under different climate change scenarios. To generate the vulnerability index, dynamic processes, geo-indicators, and social and morphological parameters associated with modeled scenarios of sea level rise and predicted wave height changes were integrated. The study area included the sandy beaches in Pernambuco, NE Brazil, and was used to describe the practical application of this approach. Because the occupation of large sectors of the coastline was low, the vulnerability was concentrated in urbanized areas. The high-vulnerability sections of the coast were those with high population densities, high-rise buildings, induced coastal squeeze and hard engineering structures. The low-vulnerability beaches generally had low urbanization rates and well-conserved, resilient coastlines. Under future scenarios, the vulnerability of this coastal region will increase with sea level rise and wave height changes.


Global Environmental Change-human and Policy Dimensions | 2014

Land use changes and sea level rise may induce a “coastal squeeze” on the coasts of Veracruz, Mexico

Ma. Luisa Martínez; Gabriela Mendoza-González; Rodolfo Silva-Casarín; Edgar Mendoza-Baldwin


Coastal Engineering Proceedings | 2011

VULNERABILITY TO COASTAL FLOODING INDUCED BY TROPICAL CYCLONES

Gregorio Posada-Vanegas; Gerardo Durán-Valdez; Rodolfo Silva-Casarín; Maria Elena Maya-Magaña; Jose Antonio Salinas-Prieto


Coastal Engineering Proceedings | 2014

COMPARATIVE RISK ASSESSMENT AT ISLA DEL CARMEN AND CANCUN, MEXICO

Mireille Escudero; Edgar Mendoza; Rodolfo Silva-Casarín; Monique Villatoro


Tecnologia y Ciencias del Agua | 2012

Impactos de corto plazo del huracán Dean sobre la morfología de la playa de Cancún, México

Raúl Martell-Dubois; Edgar Mendoza-Baldwin; Ismael Mariño-Tapia; Rodolfo Silva-Casarín; Edgar Escalante-Mancera


Tecnologia y Ciencias del Agua | 2013

Comparación morfodinámica de la costa noroeste del estado de Quintana Roo, México

Gabriel Ruiz-Martínez; Rodolfo Silva-Casarín; Gregorio Posada-Vanegas


Ciencias Marinas | 2018

Spectral bimodality of waves produced by hurricanes in the Caribbean coastal zone off Mexico

Raúl Martell-Dubois; Rodolfo Silva-Casarín; Edgar Mendoza-Baldwin; Juan J. Muñoz-Perez; Sergio Cerdeira-Estrada; Edgar Escalante-Mancera; Irene Laiz


Coastal Engineering Proceedings | 2017

RESPONSE OF EMPIRICALLY MANAGED SITES TO WINTER STORMS. CASE STUDY: LA MANCHA, VERACRUZ, MEXICO

Valeria Chávez-Cerón; Edgar Mendoza-Baldwin; Erika Ramírez-Méndez; Rodolfo Silva-Casarín

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Edgar Mendoza-Baldwin

National Autonomous University of Mexico

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Cecilia Enriquez-Ortiz

National Autonomous University of Mexico

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Rafael Sánchez-Dirzo

National Autonomous University of Mexico

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Edgar Escalante-Mancera

National Autonomous University of Mexico

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Gabriel Ruiz-Martínez

Instituto Politécnico Nacional

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Ismael Mariño-Tapia

Instituto Politécnico Nacional

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José López-González

National Autonomous University of Mexico

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R.G. González-Huerta

Instituto Politécnico Nacional

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Raúl Martell-Dubois

Comisión Nacional para el Conocimiento y Uso de la Biodiversidad

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Xavier Chávez-Cárdenas

National Autonomous University of Mexico

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