TY - GEN
T1 - Development of Closed-conduit Roughness
AU - Coleman, Stephen
AU - Fedele, Juan
AU - Garcia, Marcelo Horacio
PY - 2002
Y1 - 2002
N2 - 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.
AB - 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.
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M3 - Conference contribution
AN - SCOPUS:1642487694
SN - 0784406553
SN - 9780784406557
T3 - Hydraulic Measurements and Experimental Methods
SP - 52
EP - 60
BT - Hydraulic Measurements and Experimental Methods
A2 - Wahl, T.L.
A2 - Pugh, C.A.
A2 - Oberg, K.A.
A2 - Vermeyen, T.B.
A2 - Wahl, T.L.
A2 - Pugh, C.A.
A2 - Oberg, K.A.
A2 - Vermeyen, T.B.
T2 - Hydraulic Measurements and Experimental Methods 2002
Y2 - 28 July 2002 through 1 August 2002
ER -