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Can the discharge of a hyperconcentrated flow be estimated from paleoflood evidence?

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Can the discharge of a hyperconcentrated flow be estimated from paleoflood evidence?

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dc.contributor.author Bodoque, JM es_ES
dc.contributor.author Eguíbar Galán, Miguel Ángel es_ES
dc.contributor.author Diez-Herrero, A es_ES
dc.contributor.author Gutierrez-Perez, I es_ES
dc.contributor.author Ruiz-Villanueva, V es_ES
dc.date.accessioned 2015-02-26T08:35:32Z
dc.date.available 2015-02-26T08:35:32Z
dc.date.issued 2011
dc.identifier.issn 0043-1397
dc.identifier.uri http://hdl.handle.net/10251/47498
dc.description.abstract Many flood events involving water and sediments have been characterized using classic hydraulics principles, assuming the existence of critical flow and many other simplifications. In this paper, hyperconcentrated flow discharge was evaluated by using paleoflood reconstructions (based on paleostage indicators [PSI]) combined with a detailed hydraulic analysis of the critical flow assumption. The exact location where this condition occurred was established by iteratively determining the corresponding cross section, so that specific energy is at a minimum. In addition, all of the factors and parameters involved in the process were assessed, especially those related to the momentum equation, existing shear stresses in the wetted perimeter, and nonhydrostatic and hydrostatic pressure distributions. The superelevation of the hyperconcentrated flow, due to the flow elevation curvature, was also estimated and calibrated with the PSI. The estimated peak discharge was established once the iterative process was unable to improve the fit between the simulated depth and the depth observed from the PSI. The methodological approach proposed here can be applied to other higher-gradient mountainous torrents with a similar geomorphic configuration to the one studied in this paper. Likewise, results have been derived with fewer uncertainties than those obtained from standard hydraulic approaches, whose simplifying assumptions have not been considered. © 2011 by the American Geophysical Union. es_ES
dc.description.sponsorship This work was funded by the Spanish Ministry of Science and Innovation within the framework of the CICYT Dendro-Avenidas project (CGL2007-62063) and the MAS Dendro-Avenidas project (CGL2010-19274). We are especially grateful to Robert D. Jarrett, Vern Manville, and one anonymous reviewer for their comments and helpful suggestions on previous versions of this manuscript. en_EN
dc.language Español es_ES
dc.publisher American Geophysical Union (AGU) es_ES
dc.relation.ispartof Water Resources Research es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Critical flow es_ES
dc.subject Cross section es_ES
dc.subject Flood event es_ES
dc.subject Hydraulic analysis es_ES
dc.subject Hyperconcentrated flow es_ES
dc.subject Iterative process es_ES
dc.subject Methodological approach es_ES
dc.subject Momentum equation es_ES
dc.subject Peak discharge es_ES
dc.subject Simplifying assumptions es_ES
dc.subject Specific energy es_ES
dc.subject Superelevation es_ES
dc.subject Wetted perimeters es_ES
dc.subject Anoxic sediments es_ES
dc.subject Hydrostatic pressure es_ES
dc.subject Iterative methods es_ES
dc.subject Hydraulics es_ES
dc.subject Calibration es_ES
dc.subject Discharge es_ES
dc.subject Energy efficiency es_ES
dc.subject Estimation method es_ES
dc.subject Geomorphology es_ES
dc.subject Hydraulic property es_ES
dc.subject Hydrostatics es_ES
dc.subject Momentum es_ES
dc.subject Numerical model es_ES
dc.subject Paleoflood es_ES
dc.subject Reconstruction es_ES
dc.subject Uncertainty analysis es_ES
dc.subject Water depth es_ES
dc.subject Water flow es_ES
dc.subject.classification INGENIERIA HIDRAULICA es_ES
dc.title Can the discharge of a hyperconcentrated flow be estimated from paleoflood evidence? es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1029/2011WR010380
dc.relation.projectID info:eu-repo/grantAgreement/MEC//CGL2007-62063/ES/MEJORAS EN LA ESTIMACION DE LA FRECUENCIA Y MAGNITUD DE AVENIDAS TORRENCIALES MEDIANTE LA INCORPORACION DE ANALISIS DENDROGEOMORFOLOGICOS/ / es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MICINN//CGL2010-19274/ES/METODOLOGIAS AVANZADAS PARA EL ESTUDIO DENDROGEOMORFOLOGICO DE AVENIDAS TORRENCIALES Y SUS RIESGOS ASOCIADOS/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient es_ES
dc.description.bibliographicCitation Bodoque, J.; Eguibar Galán, MÁ.; Diez-Herrero, A.; Gutierrez-Perez, I.; Ruiz-Villanueva, V. (2011). Can the discharge of a hyperconcentrated flow be estimated from paleoflood evidence?. Water Resources Research. 47(W12535). doi:10.1029/2011WR010380 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1029/2011WR010380 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 47 es_ES
dc.description.issue W12535 es_ES
dc.relation.senia 217843
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