Article ID Journal Published Year Pages File Type
1722995 Journal of Hydrodynamics, Ser. B 2008 7 Pages PDF
Abstract

The flow resistance factors of non-submerged rigid vegetation in open channels were analyzed. The formulas of drag coefficient CD and equivalent Manning's roughness coefficient nd were derived by analyzing the force of the flow of non-submerged rigid vegetation in open channel. The flow characteristics and mechanism of non-submerged rigid vegetation in open channel were studied through flume experiments.

Related Topics
Physical Sciences and Engineering Engineering Ocean Engineering