164
CHAPTER 4. HYDRODYNAMIC MODELS
4 .5 References
Barthel, V., and Funke, E. R. 1989. “Hybrid Modelling as Applied to
Hydrodynamic Research and Testing,” in Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 303-390.
Bishop, C. T. 1986. “Scale Effects in Modelling Wave Attenuation by
Rubble-Lined Channel Walls,” Symposium on Scale Effects in Modelling Sediment Transport Phenomena, International Association for
Hydraulic Research, pp 416-430.
Bjprdal, S., and Tprum, A. 1978. “A Comparison Between Model and
Prototype Waves in Harbors,” Proceedings of the 16th Coastal Engineering Conference, American Society of Civil Engineers, Vol 1, pp
677-694.
Bottin, R. R., Jr. 1992. “Physical Modeling of Small-Boat Harbors: Design Experience, Lessons Learned, and Modeling Guidelines,” Technical Report CERC-92-12, US Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, Mississippi.
Costa, F. V. 1981. “Forces Associated to Different Fluid Properties as
Affected by Scaling,” Coastal Engineering, Vol. 5, pp 371-377.
Costa, F. V. 1984. “The Modelling of Non-Uniform and of Unsteady
Flow,” Symposium on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus, International Association for Hydraulic Research, pp 3.1-1 - 3.1-6.
Costa, F. V. 1990. “Time Scale Selection in Hydraulic Modelling,” Journal of Coastal Research, Vol. 7, pp 29-40.
Covas, A. 1989. “Final Remarks - Coastal Engineering,” in Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 592-597.
Dalrymple, R. A. 1985. “Introduction to Physical Models in Coastal
Engineering,” in Physical Modelling in Coastal Engineering, R. A.
Dalrymple, Ed., A. A. Balkema, Rotterdam, The Netherlands, pp
3-9.
CHAPTER 4. HYDRODYNAMIC MODELS
4 .5 References
Barthel, V., and Funke, E. R. 1989. “Hybrid Modelling as Applied to
Hydrodynamic Research and Testing,” in Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 303-390.
Bishop, C. T. 1986. “Scale Effects in Modelling Wave Attenuation by
Rubble-Lined Channel Walls,” Symposium on Scale Effects in Modelling Sediment Transport Phenomena, International Association for
Hydraulic Research, pp 416-430.
Bjprdal, S., and Tprum, A. 1978. “A Comparison Between Model and
Prototype Waves in Harbors,” Proceedings of the 16th Coastal Engineering Conference, American Society of Civil Engineers, Vol 1, pp
677-694.
Bottin, R. R., Jr. 1992. “Physical Modeling of Small-Boat Harbors: Design Experience, Lessons Learned, and Modeling Guidelines,” Technical Report CERC-92-12, US Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, Mississippi.
Costa, F. V. 1981. “Forces Associated to Different Fluid Properties as
Affected by Scaling,” Coastal Engineering, Vol. 5, pp 371-377.
Costa, F. V. 1984. “The Modelling of Non-Uniform and of Unsteady
Flow,” Symposium on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus, International Association for Hydraulic Research, pp 3.1-1 - 3.1-6.
Costa, F. V. 1990. “Time Scale Selection in Hydraulic Modelling,” Journal of Coastal Research, Vol. 7, pp 29-40.
Covas, A. 1989. “Final Remarks - Coastal Engineering,” in Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 592-597.
Dalrymple, R. A. 1985. “Introduction to Physical Models in Coastal
Engineering,” in Physical Modelling in Coastal Engineering, R. A.
Dalrymple, Ed., A. A. Balkema, Rotterdam, The Netherlands, pp
3-9.