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dc.contributor.authorScussel, O. [UNESP]
dc.contributor.authorBrennan, M. J. [UNESP]
dc.contributor.authorMuggleton, J. M.
dc.contributor.authorAlmeida, F. C.L. [UNESP]
dc.contributor.authorPaschoalini, A. T. [UNESP]
dc.date.accessioned2019-10-06T16:25:46Z
dc.date.available2019-10-06T16:25:46Z
dc.date.issued2019-05-01
dc.identifierhttp://dx.doi.org/10.1016/j.jappgeo.2019.01.010
dc.identifier.citationJournal of Applied Geophysics, v. 164, p. 237-246.
dc.identifier.issn0926-9851
dc.identifier.urihttp://hdl.handle.net/11449/188977
dc.description.abstractLeak noise correlators are commonly used to detect and locate leaks in buried water pipes. They use the cross-correlation function between leak noise signals measured using hydrophones or accelerometers placed on the pipe either side of the leak. The efficacy of a correlator is dependent upon knowledge of the speed at which the leak noise propagates along the pipe as well as how much it attenuates with distance. The leak noise is carried in a predominantly fluid-borne wave in the pipe, which is heavily influenced by the pipe and soil properties. Although the pipe properties can be determined relatively easily, estimation of the soil properties surrounding the pipe is more problematic. It is desirable to have an accurate estimate of the soil properties, so that current models can be developed and used to improve understanding of leak noise propagation and hence leak detection capabilities. In this paper a novel approach to determining the bulk and shear moduli of the soil from measurements of the predominantly fluid-borne wave in a buried plastic pipe, is described. The measured data are compared with corresponding data predicted from a model, and the soil properties are determined using an optimization algorithm. The method is applied to two different sites, one in the UK, where the soil properties surrounding the pipe are representative of sandy soil, and one in Brazil, where the surrounding soil has properties that are representative of clay soil. It is found that the bulk and shear modulus can be estimated in the pipe buried in sandy soil, but in the clay soil it is only possible to estimate the shear modulus.en
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.format.extent237-246
dc.language.isoeng
dc.relation.ispartofJournal of Applied Geophysics
dc.sourceScopus
dc.subjectFluid-pipe-soil interaction
dc.subjectOptimization
dc.subjectSoil properties
dc.subjectWater leak detection
dc.titleEstimation of the bulk and shear moduli of soil surrounding a plastic water pipe using measurements of the predominantly fluid wave in the pipeen
dc.typeArtigo
dc.contributor.institutionUTFPR - Federal University of Technology of Paraná
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionHighfield
dc.description.affiliationDepartment of Mathematics UTFPR - Federal University of Technology of Paraná, Cornélio Procópio
dc.description.affiliationDepartment of Mechanical Engineering UNESP - São Paulo State University, Ilha Solteira
dc.description.affiliationInstitute of Sound and Vibration Research University of Southampton Highfield
dc.description.affiliationDepartment of Biosystems Engineering UNESP - São Paulo State University, Tupã
dc.description.affiliationUnespDepartment of Mechanical Engineering UNESP - São Paulo State University, Ilha Solteira
dc.description.affiliationUnespDepartment of Biosystems Engineering UNESP - São Paulo State University, Tupã
dc.identifier.doi10.1016/j.jappgeo.2019.01.010
dc.rights.accessRightsAcesso aberto
dc.description.sponsorshipIdFAPESP: 2013/50412-3
dc.description.sponsorshipIdFAPESP: 2017/14432-0
dc.identifier.scopus2-s2.0-85064274413
unesp.author.lattes8272223904033177[5]
unesp.author.orcid0000-0003-1887-2678[5]
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