Development of Closed-conduit Roughness

Stephen Coleman, Juan Fedele, Marcelo Horacio Garcia

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Non-intrusive measurement of closed-conduit erodible-bed development from plane-bed conditions was undertaken for 12 experiments of ranges of flow strengths and sand sizes. Analogous to open-channel flows, sediment wavelets (which subsequently develop into ripples or dunes) are instigated by discontinuities in plane sections of closed-conduit beds. A random pile-up of sediment, growing by trapping sediment in motion, can thereby eventually be sufficiently large to generate wavelets downstream. For laminar and turbulent open-channel and closed-conduit flows, wavelets generated on a sediment bed will be of a preferred wavelength λ, = 175d 0.75, where λ and sediment size d are expressed in millimetres. For closed-conduit flows in comparison to open-channel flows, limitation of water-surface deformation generally results in increased rates and magnitudes of bed deformation (in the form of ripple and dune heights and corresponding lengths) with associated increased flow resistance.

Original languageEnglish (US)
Title of host publicationHydraulic Measurements and Experimental Methods
EditorsT.L. Wahl, C.A. Pugh, K.A. Oberg, T.B. Vermeyen, T.L. Wahl, C.A. Pugh, K.A. Oberg, T.B. Vermeyen
Pages52-60
Number of pages9
StatePublished - 2002
EventHydraulic Measurements and Experimental Methods 2002 - Estes Park, CO, United States
Duration: Jul 28 2002Aug 1 2002

Publication series

NameHydraulic Measurements and Experimental Methods

Other

OtherHydraulic Measurements and Experimental Methods 2002
Country/TerritoryUnited States
CityEstes Park, CO
Period7/28/028/1/02

ASJC Scopus subject areas

  • Instrumentation
  • General Engineering

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