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M.S. Sergeev, M.M. Ovchinnikov Complete text of the article:Download article (pdf, 0.4MB )UDС630*378DOI:AbstractThe complete hydrodynamic calculation of yard boom is given at its stationary operating conditions including the equation of the moment balance of all acting forces in relation to the boom attachment point to the bank and calculation equation for determining reactions in the coast abutment. Geometrical approach for determining the number of boom yards is provided as well as the example of calculation.AuthorsAffiliationOn interaction of Yard Boom with Free River Flow |
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