Conclusions
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1.
Investigations of wave regimes of water areas of outer harbors on a distorted model permit increasing the wave turbulence, which is the main requirement for providing conversion of laboratory data to the prototype in wave investigations.
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2.
The need for introducing corrections to the values of the residual wave height obtained on the model is determined by calculation according to SNiP 2.06.04-82 or by measuring the residual wave heights with consideration of the horizontal scale.
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3.
The use of a distorted model when investigating the wave regime on the water area of an outer harbor reduces the amount of work on creating the model itself and the time and cost of investigations.
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Literature cited
I. A. Vaisfel'd. Selection of the Scale and Scale Corrections When Modeling the Water Area of Ports. Wave Investigations of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1961).
M. É, Plakida, “Tenth International Conference on Coastal Engineering,” Rechn. Transp., No. 6 (1967).
S. V. Dobroklonskii and N. V. Kontoboitseva, “Experiments on determination of the thick- ness of turbulence in monochromatic-type waves,” Fiz. Atmos. Okeana, Akad. Nauk SSSR,9., No. 2 (1973).
P. K. Bozhich and N. N. Dzhunkovskii, Sea Waves and Their Effect on Structures and Shores [in Russian], Mashstroiizdat (1949).
SNiP 2.06.04-82. Loads and Effects on Hydraulic Structures (Wave, Ice, and From Ships) [in Russian], Goskomitet po Delam Stroitel'stava, Moscow (1983).
Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 24–25, March, 1986.
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Plakida, M.É. Waves on distorted models of outer harbors. Hydrotechnical Construction 20, 152–154 (1986). https://doi.org/10.1007/BF01431878
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DOI: https://doi.org/10.1007/BF01431878