Conclusions
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1.
Criteria of the effectiveness of groin shore protection are proposed and recommendations are given on improving the planar layout of systems of sediment-retaining groins.
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2.
It was established that the use of sediment-retaining groins of an unconventional layout makes it possible to increase the sediment-retaining capacity of the system and to reduce its material intensity.
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 41–45, December, 1988.
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Kalinovskii, A.V., Pivovar, N.G. Experimental investigations of groin systems of an unconvential layout. Hydrotechnical Construction 22, 705–710 (1988). https://doi.org/10.1007/BF01429606
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DOI: https://doi.org/10.1007/BF01429606