Análisis y mejoras en la evaluación de diversos términos de los
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3. Introduction to Coastal Engineering and Management Advanced Series on Ocean Engineering Vol 10 World Scientific Singapur KARAMBAS T V 1999 Numerical simulation of linear wave propagation wave induced circulation sediment transport and beach evolution Coastal Engineering and Marina Developments WIT Press Eds C A Brebbia and P Anagnostopoulos pp 253 274 KARAMBAS T V DE LA PE A J M CHRISTOPOULOS S SANT S J C y KRESTENITIS Y N 2001 Malagueta Beach Case Nourishment Characteristics Field Surveys and Numerical Simulation Proc Coastal Dynamics 01 ASCE pp 182 191 KIRBY J T 1983 Propagation of weakly nonlinear surface water waves in regions with varying depth and current ONR Tech Rept 14 Res Rept CE 83 37 Department of Civil Engineering University of Delaware Newark KIRBY J T y DALRYMPLE R A 1983 A Parabolic Equation for the Combined Refraction Diffraction of Stokes Waves by Mildly Varying Topography Journal of Fluid Mechanics Vol 136 pp 543 566 KIRBY J T y DALRYMPLE R A 1985 Modifications to a Propagation Model for the Combined Refraction Diffraction of Stokes Waves Shallow Water Large Angle and Breaking Wave Effects Report UFL COEL 85 001 Coastal and Oceanographical Engineering Department University of Florida Gainesville KIRBY J T 1986a Higher order Approximations in the Parabolic Equation Method for Water Waves
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5. n del Puerto de Santander 1990 1992 Informe Final para la Junta del Puerto de Santander Universidad de Cantabria GARC A E 2000 Modelos morfodin micos de evoluci n de playas perfil y planta Tesis doctoral Departamento de Ciencias y T cnicas del Agua y del Medio Ambiente E T S 1 C C P Universidad de Cantabria 218 pp GIOC Grupo de Ingenier a Oceanogr fica y de Costas 2001a Modelo de Propagaci n de Oleaje Monocrom tico Oluca MC 2 0 Manual de Referencia Modelo de Ayuda a la Gesti n del Litoral Espa ol Edici n Universidad de Cantabria Ministerio de Medio Ambiente 80 pp GIOC Grupo de Ingenier a Oceanogr fica y de Costas 2001b Modelo de Propagaci n de Oleaje Espectral Oluca SP 2 0 Manual de Referencia Modelo de Ayuda a la Gesti n del Litoral Espa ol Edici n Universidad de Cantabria Ministerio de Medio Ambiente 170 pp GIOC Grupo de Ingenier a Oceanogr fica y de Costas 2001c Modelo de oleaje corrientes y evoluci n morfol gica de una playa Mopla 2 0 Manual de Usuario Modelo de Ayuda a la Gesti n del Litoral Espa ol Edici n Universidad de Cantabria Ministerio de Medio Ambiente 279 pp GIOC Grupo de Ingenier a Oceanogr fica y de Costas 2001d Modelo de evoluci n del Perfil Transversal de Playa Petra 2 0 Manual de Usuario y Referencia Modelo de Ayuda a la Gesti n del Litoral Espa ol Edici n Universidad de Cantabria Ministerio de Medi
6. pp 1584 1599 KRIEBEL D K y DEAN R G 1985 Numerical simulation of time dependent beach and dune erosion Coastal Engineering Elsevier Vol 9 pp 221 245 LARSON M HANSON H y KRAUS N C 1987 Analytical Solutions of the One Line model of shoreline change Technical Report CERC 87 15 US Army Corps of Engineers Waterways Experiment Station Vicksburg MS USA LARSON M 1988 Quantification of beach profile change Report N 1008 Department of Water Resources Engineering Universidad de Lund Suecia LARSON M KRAUS N C y SUNAMURA T 1988 Beach profile change morphology transport rate and numerical simulation Proc 21 Coastal Engineering Conference ASCE pp 1295 1309 355 CAPITULO 13 Secci n 6 LARSON M y KRAUS N C 1989a Prediction of beach fill response to varying waves and water level Proc Coastal Zone 89 ASCE pp 607 621 LARSON M y KRAUS N C 1989b SBEACH Numerical model for simulating storm induced beach change Technical Report CERC 89 9 US Army Corps of Engineers Waterways Experiment Station Vicksburg MS USA LARSON M KRAUS N C y HANSON H 1990 Decoupled numerical model of three dimensional beach range Proc 22 Coastal Engineering Conference ASCE pp 2173 2185 LARSON M HANSON H y KRAUS N C 1997 Analytical Solutions of One Line Model for Shoreline Change near Coastal Structures J
7. Coastal and Ocean Engineering Vol 111 N 3 pp 598 602 BIRKEMEIER W A 1991 DELILAH Investigator s report draft Technical Report CERC US Army Corps of Engineers Waterways Experiment Station Vicksburg MS USA BODGE K R y KRAUS N C 1991 Critical examination of longshore transport rate magnitude Proc Coastal Sediments 91 ASCE pp 139 155 BOOIJ N 1981 Gravity Waves on Water with Non uniform Depth and Currents Report N 81 1 Delft University of Technology 131 pp BOOIJ N 1983 A note on the accuracy of the mild slope equation Coastal Engineering Elsevier Vol 7 pp 191 203 344 Referencias BOON J D y GREEN M O 1989 Caribbean Beach Face Slopes and Beach Eguilibrium Modes Proc 21 Coastal Engineering Conference ASCE pp 1618 1630 BORGMAN L E 1984 Directional spectrum estimation for the Sxy gauges Technical Report CERC US Army Corps of Engineers Waterways Experiment Station Vicksburg MS USA pp 1 104 BRETSCHNEIDER C L 1959 Wave variability and wave spectra for wind generated gravity waves Beach Erosion Board Tech Memo US Army Corps of Engineers N 113 192 pp BRETSCHNEIDER C L 1968 Significant waves and wave spectrum Ocean Industry pp 40 46 BRIAND M H G y KAMPHUIS J W 1990 A micro computer based quasi 3 D sediment transport model Proc 22 Coastal Engineering Conference
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9. SECCI N 6 REFERENCIAS O CAPITULO 13 REFERENCIAS Referencias ABBOTT M B y PRICE W A 1994 Coastal Estuarial and Harbour Engineers Reference Book M B Abbott y W A Price Eds Chapman amp Hall Londres 736 pp ABRAMOWITZ M y STEGUN LA 1965 Handbook of Mathematical Functions Dover New York ARTHUR R S 1950 Refraction of Shallow Water Waves the Combined Effects of Currents and Underwater Topography American Geophysical Union Transaction Vol 31 N 4 pp 549 552 BAILARD J A 1981 An energetic total load sediment transport model for a plane sloping beach Journal of Geophysical Research 86 C11 pp 938 954 BAILARD J A 1982 Modelling On Offshore Sediment Transport in The Surfzone Proc 18 Coastal Engineering Conference ASCE pp 1419 1438 BAKKER W T y EDELMAN T 1964 The Coastline of River Deltas Proc 9 Coastal Engineering Conference ASCE pp 199 218 BAKKER W T 1968 The Dynamics of a Coast with a Groin System Proc 11 Coastal Engineering Conference ASCE pp 492 517 BAKKER W T 1970 The Influence of Diffraction near a Harbour Mole on the Coastal Shape Rijkswaterstaat Directie Waterhuishouding en Waterbeweging afd Kustonderzoek Rapport W W K 70 2 BAKKER W T KLEIN BRETELER E H J y ROOS A 1970 The Dynamics of a Coast with a Groin System Proc 12 Coastal Engineering C
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