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A two-dimensional model for the Lagoon of Venice

  • C. Chignoli
  • R. Rabagliati
Environmental Systems
Part of the Lecture Notes in Computer Science book series (LNCS, volume 4)

Keywords

Time Level Tidal Wave Semidiurnal Tide Artificial Viscosity Input Wave 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

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    J.J. Lee, Wave induced oscillations in harbors of arbitrary shape, California Institute of Technology, Pasadena, Report No. KH-R-20, Dec. 1969.Google Scholar
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    J.J. Leendertse, Aspects of a computational model for long-period water-wave propagation, Rand Corporation, Santa Monica, Ca., RM-5294-PR, May 1967.Google Scholar
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    J.J. Stoker, The formation of breakers and bores, Comm. Pure Appl. Math., 1,1, 1948.Google Scholar
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    G.F. Carrier, H.P. Greenspan, Water waves of finite amplitude on a sloping beach, J. Fluid Mech., 4,97, 1958.Google Scholar
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    P. Lax, Weak solutions of non linear hyperbolic equations and their numerical computation, Comm. Pure Appl. Math., 7,159,193, 1954.Google Scholar
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    S.K. Godunof, V.S. Ryabenki, The theory of difference schemes North-Holland Publ. Co., Amsterdam.Google Scholar
  7. 7.
    R.D. Reid, Numerical model for storm surges in Galveston bay, J. of the Waterways and Harbors Division, February 1968.Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 1973

Authors and Affiliations

  • C. Chignoli
    • 1
  • R. Rabagliati
    • 1
  1. 1.IBM Venice Scientific CenterItaly

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