TECHNICAL NOTES
Jul 1, 2000

Numerical Study of Resistance with Rib Roughness of Various Scales

Publication: Journal of Hydraulic Engineering
Volume 126, Issue 7

Abstract

A dynamically consistent method of locating the rough wall origin y0 is presented that is applicable to large- and small-scale rib roughness elements, where scale is defined relative to the depth of flow. Using the results of Reynolds-averaged computational fluid dynamics (CFD) calculations, a near-standard resistance law is derived in which ks, the equivalent sand roughness parameter, for large-scale roughness is flow-depth dependent. It is postulated that the relationship with depth of both y0 and ks, when scaled appropriately, is independent of rib roughness height and spacing. For ks this is supported by the CFD results.

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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 7July 2000
Pages: 541 - 546

History

Received: Sep 9, 1997
Published online: Jul 1, 2000
Published in print: Jul 2000

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Authors

Affiliations

Sr. Lect., Cranfield Univ., Engrg. Sys. Dept., RMCS Shrivenham, Swindon, SN6 8LA, U.K.
Nat. Inst. of Water and Atmospheric Res., P.O. Box 11-115, Hamilton, New Zealand.

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