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Presentación - Universidad del Cauca

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• Lagasse, O. F., Schall J. D., Richardson, E. V. (2001) StreamStability at Highway Structures, Hydraulic Engineering Circular N20. U. S. Department of Transportation. Federal HighwayAdministration. Third Edition. Virginia. USA.• LEOPOLD, L. B., WOLMAN, M. G. and MILLER, J. P., “FluvialProcesses in Geomorphology”, Dover Publications, Inc., Mineola,NY, 1995.• Martín V., J. P., Ingeniería Fluvial. Editorial Escuela Colombianade Ingeniería. Bogotá. 1997.• Maza Alvarez J. A. Notas <strong>del</strong> Curso sobre Hidráulica Fluvial.<strong>Universidad</strong> <strong>del</strong> <strong>Cauca</strong>. Popayán, Colombia. 1989.• Melville, B. W. (1983). “Live-bed Scour at Bridge Piers”. Journal ofHydraulic Engineering. ASCE. Vol. 110. N° 9. September. pp1234-1247.• Melville, B. W. (1992). “Local Scour at Bridge Abutments”. Journalof Hydraulic Engineering. ASCE. Vol. 118. N° 4. April. pp 615-631.• Melville, B. W. and Dongol D. M. (1992). “Bridge Pier Scour withDebris Accumulation”. Journal of Hydraulic Engineering. ASCE.Vol. 118. N° 9. September. pp 1306-1310.• Melville, B. W. (1992). Discussion “ Study of Time DependentLocal Scour around Bridge Piers”. Journal of HydraulicEngineering. ASCE. Vol. 118. N° 11. November. pp 1593-1595.• Ministerio de Obras Públicas y Transportes. MOPT (1988).Control de la Erosión Fluvial en Puentes. Segunda edición.

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