dc.creatorRiva, M
dc.creatorMambretti, S
dc.creatorChaynikov, S
dc.creatorAckerer, P
dc.creatorFasunwon, O
dc.creatorGuadagnini, A
dc.date2013
dc.dateJUN
dc.date2014-07-30T17:29:58Z
dc.date2015-11-26T16:48:27Z
dc.date2014-07-30T17:29:58Z
dc.date2015-11-26T16:48:27Z
dc.date.accessioned2018-03-28T23:34:54Z
dc.date.available2018-03-28T23:34:54Z
dc.identifierJournal Of Hydraulic Engineering-asce. Asce-amer Soc Civil Engineers, v. 139, n. 6, n. 637, n. 644, 2013.
dc.identifier0733-9429
dc.identifierWOS:000318569900008
dc.identifier10.1061/(ASCE)HY.1943-7900.0000718
dc.identifierhttp://www.repositorio.unicamp.br/jspui/handle/REPOSIP/66121
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/66121
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1275152
dc.descriptionThis paper develops an analytical solution to assist in designing and sizing stormwater infiltration structures. As original elements, our solution allows to estimate the hydraulic head in the infiltration structure as a function of (1) storm temporal dynamics, making use of an appropriate intensity duration frequency (IDF) curve, (2) the model adopted to describe the response of the catchment to a given input rainfall, and (3) the evolution of the wetted front advancing in a homogeneous soil where the infiltration device is located. Our solution allows highlighting the effects of the various simplifications associated with existing formulations employed in the common engineering practice. Our results indicate that typically adopted methodologies based on the assumptions of a uniform infiltration rate and/or negligible flow rate along the lateral surface of the structure may lead to overestimating the key design parameters. (C) 2013 American Society of Civil Engineers.
dc.description139
dc.description6
dc.description637
dc.description644
dc.languageen
dc.publisherAsce-amer Soc Civil Engineers
dc.publisherReston
dc.publisherEUA
dc.relationJournal Of Hydraulic Engineering-asce
dc.relationJ. Hydraul. Eng.-ASCE
dc.rightsfechado
dc.sourceWeb of Science
dc.subjectInfiltration structures
dc.subjectAnalytical solution
dc.subjectPorous medium
dc.subjectWater
dc.subjectPonds
dc.subjectFlow
dc.subjectOperation
dc.subjectEquation
dc.subjectRunoff
dc.subjectSoils
dc.titleNew General Analytical Solution for Infiltration Structures Design
dc.typeArtículos de revistas


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