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- W2043929300 abstract "Grass channel linings interact with the flow in such a way as to make the flow resistance vary with flowconditions. For uniformly vegetated channels such as grassed waterways, the traditional approach for managing thisvariation in computations has been to express Mannings n for the channel as a function of the product of mean velocityand hydraulic radius (n-VR), or Reynolds number. The extent to which this approach could be applied to the computationof composite roughness in channels only partially lined with vegetation, or where vegetal conditions vary sharply withinthe cross-section, has not been clear. Therefore, tests were conducted to determine the appropriate procedure forcomputing the composite roughness of these channels. It was found that the traditional n-VR curves could be appliedconsistently in combination with linear averaging of the wetted perimeter weighted roughness within the cross-section." @default.
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- W2043929300 date "1999-01-01" @default.
- W2043929300 modified "2023-10-16" @default.
- W2043929300 title "FLOW RESISTANCE OF GRASS-LINED CHANNEL BANKS" @default.
- W2043929300 doi "https://doi.org/10.13031/2013.5756" @default.
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