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Some characteristics of modeling waves on outer harbors and ports with scale distortion

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. I. A. Vaisfel'd, “Selection of the scale and scale corrections when modeling ports,” in: Wave Investigations of Hydraulic Structures [in Russian], Stroiizdat, Moscow (1961).

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  2. A. Pape and G. Overbek, “Model investigations of the approach channel to the Rotterdam port,” Vodnye Putti i Porty, 1B97 (1971).

  3. W. J. Reid, “Eyemouth harbour: a tidal model investigation,” Bulletin PIANC,2, No. 49 (1958).

  4. D. Lee, “Hydraulic models of ports and tidal rivers,” Dock and Harbour Authority, No. 344 (1949).

  5. R. W. Whalin and C. E. Chatham, “Design of distorted wave models,” Proc. XIVth Coastal Engineering Conference (1976).

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Authors
  1. M. É. Plakida
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 28–29, February, 1981.

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Plakida, M.É. Some characteristics of modeling waves on outer harbors and ports with scale distortion. Hydrotechnical Construction 15, 108–109 (1981). https://doi.org/10.1007/BF01424799

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  • DOI: https://doi.org/10.1007/BF01424799

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