Title of article
Closed-Conduit Bed-Form Initiation and Development
Author/Authors
Garc?a، Marcelo H. نويسنده , , Coleman، Stephen E. نويسنده , , Fedele، Juan J. نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2003
Pages
-955
From page
956
To page
0
Abstract
Nonintrusive measurement of closed-conduit erodible-bed development was undertaken for 12 experiments of ranges of flow strengths and sediment (solids) sizes. Analogous to open-channel flows, wavelets on the sediment bed of a closedconduit are instigated by discontinuities in the bed, with wavelet lengths (lambda)for laminar and turbulent open-channel and closedconduit flows given by (lambda)= 175d0.75, where (lambda)and sediment size d are in millimeters. For closed-conduit flows, ripples, and dunes grow from these wavelets (at rates increasing with increasing flow strength, and utilizing the mechanisms of bed-form coalescence and throughpassing) to limiting lengths, heights, steepnesses, and bed friction factors that are approximately maintained or possibly decrease thereafter. Limitation of free-surface deformation results in increased rates of bed-wave development for closed-conduit flows in comparison to open-channel flows. Measured results indicate that equilibrium closed-conduit ripple and dune magnitudes can be predicted using relations derived for equivalent open-channel flows. The present findings are of particular relevance for understanding and modeling engineering activities ranging from dredging to transport of solids in stormwater and sewer systems, bed-form transport of solids in closed conduits influencing (potentially markedly) conduit conveyance, rate of solids transport, and system head losses for such flows.
Keywords
Hydrograph
Journal title
JOURNAL OF HYDROULIC ENGINEERING
Serial Year
2003
Journal title
JOURNAL OF HYDROULIC ENGINEERING
Record number
63417
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