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Passage of sediment through flumes and over weirs
Authors:M.G. Bos  J.H.A. Wijbenga
Affiliation:(1) International Institute for Land Reclamation and Improvement, P.O. Box 45, 6700 AA Wageningen, The Netherlands;(2) Delft Hydraulics Laboratory, P.O. Box 152, 8300 AD Emmeloord, The Netherlands
Abstract:This paper reports on laboratory research on the sediment passagecapability through long-throated flumes and broad-crested weirs withwhich the Froude number in the approach channel does not exceed 0.6over a distance of about 20 times the water depth upstream of thestructure. Design rules are given for any combination of flume or weirin combination with any channel.
Keywords:design procedure  discharge measurement  flume  open channel  sediment  weir
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