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Please use this identifier to cite or link to this item: https://rep.polessu.by/handle/123456789/25041
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dc.contributor.authorРусецкий, А.П.-
dc.contributor.authorСтанкевич, Н.Д.-
dc.date.accessioned2022-04-05T11:01:38Z-
dc.date.available2022-04-05T11:01:38Z-
dc.date.issued2008-
dc.identifier.citationРусецкий, А.П. Проектирование водосливов-прорезей в затапливаемых польдерах / А.П. Русецкий, Н.Д. Станкевич // Природообустройство: научно-практический журнал. - 2008. - № 5. - С. 48-52.ru
dc.identifier.urihttps://rep.polessu.by/handle/123456789/25041-
dc.description.abstractThere is considered a calculation of velocity on the crests of spillway-weir – cutters of the flooded polders at their location on the bottom cross dike. There are obtained dependencies for an approximate calculation of the levels dynamics in the flooded polder and velocities on the spillway-weir – cutter crest in the period of flooding. There are given proposals on the order of designing a flooded polder resistant to washing.ru
dc.language.isoruru
dc.rightsоткрытый доступru
dc.subjectпроектирование водосливов-прорезейru
dc.titleПроектирование водосливов-прорезей в затапливаемых польдерахru
dc.typeArticleru
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