dc.contributor.author
López Alonso, Raúl
dc.contributor.author
Vericat Querol, Damià
dc.contributor.author
Batalla, Ramon J.
dc.date.accessioned
2024-12-05T21:51:45Z
dc.date.available
2024-12-05T21:51:45Z
dc.date.issued
2019-12-16T11:48:12Z
dc.date.issued
2019-12-16T11:48:12Z
dc.date.issued
2014-03-14
dc.date.issued
2019-12-16T11:48:12Z
dc.identifier
https://doi.org/10.1016/j.jhydrol.2013.12.014
dc.identifier
http://hdl.handle.net/10459.1/67729
dc.identifier.uri
http://hdl.handle.net/10459.1/67729
dc.description.abstract
This paper tests the predictive power of 10 bed load formulae against bed load rates obtained for a large regulated river (River Ebro) the armor layer of which is subject to repeated cycles of break-up and reestablishment. The theoretical principles of two of the 10 formulae explicitly include the effects of river bed armoring. The results obtained showed substantial differences in equation performance but no evident relationship between predictive power and theoretical approach (e.g., discharge, stream power and probability) was found. Overall, the predictive power of the tested formulae was relatively low. The average percentages of predicted bed load discharge that did not exceed factors of 2 (0.5 < r < 2) and 10 (0.1 < r < 10) in relation to the observed discharge were 19% and 57%, respectively (where r is the discrepancy ratio between the predicted and observed values). In particular, the formulae of Yang (1984) and Parker et al. (1982) presented the better levels of agreement with the observed bed load discharges. The bed load rating curve for the lower Ebro showed a similar degree of agreement to the best-performing formulae. However, its predictive power was limited because only flow discharge acts as an independent variable and river bed dynamics, such as armoring cycles, are not contemplated
dc.description.abstract
This research was carried out within the framework of the research projects REN2001-0840-C02-01/HID, CGL2005-06989-C02-02/HID, CGL2006-11679-C02-01/HID, CGL2009-09770 (subprograma BTE), and SCARCE Consolider Ingenio 2010 CSD2009-00065, all funded by the Spanish Ministry of Science and Technology. The second author has benefit from a Juan de la Cierva Fellowship (JCI-2008-2910) funded by the Spanish Ministry of Science and Innovation and a Ramon y Cajal Fellowship (RYC-2010-06264) funded by the Spanish Ministry of Science and Innovation. Hydrological data were supplied by the Ebro Water Authorities. The Móra d'Ebre Town Council provided logistical support during fieldwork. Albert Rovira assisted during fieldwork and labwork.
dc.format
application/pdf
dc.relation
info:eu-repo/grantAgreement/MICYT//REN2001-0840-C02-01/ES/
dc.relation
info:eu-repo/grantAgreement/MEC//CGL2005-06989-C02-02%2FHID/ES/
dc.relation
info:eu-repo/grantAgreement/MINECO//CGL2009-09770/ES/
dc.relation
info:eu-repo/grantAgreement/MEC//CGL2006-11679-C02-01/ES/DISEÑO Y APLICACION DE CRECIDAS GENERADORAS COMO ESTRATEGIA DE REEQUILIBRIO HIDRO-SEDIMENTARIO EN RIOS REGULADOS/
dc.relation
info:eu-repo/grantAgreement/MICINN//CSD2009-00065/ES/Evaluación y predicción de los efectos del cambio global en la cantidad y la calidad del agua en ríos ibéricos/
dc.relation
Versió postprint del document publicat a: https://doi.org/10.1016/j.jhydrol.2013.12.014
dc.relation
Journal of Hydrology, 2014, vol. 510, p. 164-181
dc.rights
cc-by-nc-nd, (c) Elsevier, 2014
dc.rights
info:eu-repo/semantics/openAccess
dc.rights
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subject
Fórmulas de transporte de fondo
dc.subject
Transporte de fondo
dc.subject
Carga de fondo
dc.subject
Transporte de sedimentos
dc.subject
Lecho acorazado
dc.title
Evaluation of bed load transport formulae in a large regulated gravel bed river: The lower Ebro (NE Iberian Peninsula)
dc.type
info:eu-repo/semantics/article
dc.type
info:eu-repo/semantics/acceptedVersion