Decreased scour on an external river bend using two-dimensional numerical model, in la Perla-Florida and Cantagallo sectors of Rímac river

dc.creatorRavines, Mauricio Bazan
dc.creatorVargas, Jorge Coronado
dc.creatorDe Bazan, Sissi Santos Hurtado
dc.date.accessioned2021-06-08T13:36:31Z
dc.date.accessioned2024-05-07T02:11:09Z
dc.date.available2021-06-08T13:36:31Z
dc.date.available2024-05-07T02:11:09Z
dc.date.created2021-06-08T13:36:31Z
dc.date.issued2020-09-30
dc.identifier10.1109/CONIITI51147.2020.9240465
dc.identifierhttp://hdl.handle.net/10757/656420
dc.identifier2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.identifier2-s2.0-85096579694
dc.identifierSCOPUS_ID:85096579694
dc.identifier0000 0001 2196 144X
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9325445
dc.description.abstractThis paper, evaluates a proposal for an external bend fluvial erosion control, using submerged vanes as velocity and shear stress control, verifying its effectiveness by modeling in Iber to calculate the scour produced by discharges with different return periods. The results indicate that the velocity, shear stress and scour decrease along the curve, due to submerged vanes.
dc.languageeng
dc.publisherInstitute of Electrical and Electronics Engineers Inc.
dc.relationhttps://ieeexplore.ieee.org/document/9240465
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.source2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.subjectbend scour
dc.subjectgeneral scour
dc.subjecthydraulic modeling
dc.subjectRiver bend erosion
dc.subjectsubmerged vanes
dc.titleDecreased scour on an external river bend using two-dimensional numerical model, in la Perla-Florida and Cantagallo sectors of Rímac river
dc.typeinfo:eu-repo/semantics/article


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