Conclusions
Relations making it possible to determine the ridge resistance of channel flows as applied to prototype and laboratory conditions were obtained from an analysis of nongradual variability of a channel flow and wave equations corresponding to them.
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Additional information
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 20–22, July, 1990.
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Balakaev, B.K., Lyapin, A.N. Ridge hydraulic resistance of turbid channel flows. Hydrotechnical Construction 24, 446–450 (1990). https://doi.org/10.1007/BF01435423
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DOI: https://doi.org/10.1007/BF01435423