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Bankfull and bed load effective discharge in a steep boulder-bed channel
Conference proceeding

Bankfull and bed load effective discharge in a steep boulder-bed channel

L Mao, Francesco Comiti, Andrea Andreoli, MA Lenzi and GR Scussel
Sediment Budgets 1: Proceedings of symposium S1 held during the Seventh IAHS Scientific Assembly at Foz do Iguaçu, Brazil, April 2005), pp.189-195
Seventh IAHS Scientific Assembly (Foz do Iguaçu, 01/04/2005–01/04/2005)
2005
Handle:
https://hdl.handle.net/10863/36013

Abstract

In order to achieve a better understanding of the physical processes involved in incipient bed load transport and channel-forming conditions in high-gradient streams, bed load rate and flow discharge data provided by the Rio Cordon measuring station were analysed. From 1987 to 2003, 22 floods characterized by bed load transport were recorded at the measuring station. From field surveys, the bankfull discharge was estimated to be 2.3 m3 s -1, with a return period of 1.6 years (lognormal distribution). This is consistent with previous findings regarding the frequency of bankfull conditions. Based on the flow duration curve, bankfull stage is exceeded nine hours per year. The effective discharge for bed load transport, i.e. the flow transporting the greatest amount of bed load over a long period, was estimated to be 2.45–2.65 m3 s -1, which is close to the estimated bankfull discharge. Uncertainties associated with establishing the effective discharge are identified and discussed.

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