New Empirical Formula for Flow Resistance Assessment in Steep Torrents

来源 :35th IAHR World Congress(第三十五届国际水利学大会) | 被引量 : 0次 | 上传用户:pploa
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The aim of the present research work is the development of new flow resistance equations for steep slope rivers, in order to assess the Darcy-Weisbach friction factor coefficientfand the average flow velocity V in a studied reach.
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