Review of the Hydraulic Capacity of Bridges in a Coastal Area

Journal of Hydraulic Engineering

Volumn 131, Issue 6, 2005, Pages 517-520

  Vazquez Fernandez, E ^a   Gracia Sanchez, J ^a  

^a UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

Bridge design; Bridge failure; Coastal environment; Design criteria; Flood control; Flood damage; Hydraulic design; Mexico

Indexed keywords

BRIDGES; COASTAL ZONES; DISASTERS; FAILURE (MECHANICAL); FLOODS; GRAPH THEORY; HYDRAULIC STRUCTURES; LINEAR EQUATIONS; PARAMETER ESTIMATION;

BRIDGE DESIGN; BRIDGE FAILURES; COASTAL AREA; COASTAL ENVIRONMENTS; CYCLONIC FLOODS; DESIGN CRITERIA; HYDRAULIC CAPACITY; HYDRAULIC DESIGNS; ME-XICO; TECHNICAL NOTES;

FLOOD CONTROL; BRIDGES;

COASTAL AREAS; CYCLONIC FLOODS; FLOW RATES; HYDRAULIC CAPACITY;

BRIDGE CONSTRUCTION; DESIGN; FAILURE ANALYSIS; FLOOD CONTROL; FLOOD DAMAGE;

MEXICO [MEXICO (NTN)]; MEXICO [NORTH AMERICA]; NORTH AMERICA; WESTERN HEMISPHERE; WORLD;

EID: 20444505955     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2005)131:6(517)     Document Type: Article

References (4)

1. Comisión Nacional del Agua (CNA). (1998). "Relación de gastos en puentes o alcantarillas sobre la carretera 200 federal en la costa de Chiapas, Mexico." CNA, Hildago C.P., Mexico.
2. Melville, B. W., and Coleman, S. E. (2000). Bridge scour, Water Resources, Highlands Ranch, Colo.
3. Sanchez-Bribiesca, J. L., Gracia-Sanchez, J., and Vazquez-Fernandez, E. (1999). "Modelo matemático para determinar las longitudes y las rasantes de los puentes colocados en los ríos de las franjas costeras." Series del Instituto de Ingenieria (CI-7), UNAM, Naples Colony, Mexico.
4. Secretaría de Comunicaciones y Transportes (SCT). (1998). "Relación de longitudes y alturas de puentes sobre la carretera 200 federal en la costa de Chiapas, Mexico." SCT, Mexico City, Mexico.