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dc.contributor.authorTombul, Mustafa
dc.date.accessioned2019-10-22T16:59:53Z
dc.date.available2019-10-22T16:59:53Z
dc.date.issued2017
dc.identifier.isbn9786197105001 -- 9786197105988 -- 9786197105995 -- 9786197408003 -- 9786197408010 -- 9786197408027 -- 9786197408034 -- 9786197408041 -- 9786197408058 -- 9786197408065 -- 9786197408072 -- 9786197408089 -- 9786197408096 -- 9786197408102 -- 9786197408119 -- 9786197408126 -- 9786197408133 -- 9786197408263
dc.identifier.issn1314-2704
dc.identifier.urihttps://dx.doi.org/10.5593/sgem2017/31/S12.018
dc.identifier.urihttps://hdl.handle.net/11421/21973
dc.description17th International Multidisciplinary Scientific Geoconference, SGEM 2017 -- 29 June 2017 through 5 July 2017 -- -- 130787en_US
dc.description.abstractHydrological process modeling is used to predict the contribution from rainfall-runoff, infiltration, groundwater recharge and evaporation. For this, information related to the interception and movement of water within the soils is needed which requires accurate soil hydraulic characteristics. However, field or laboratory measurements can’t provide practical solutions for them. In this paper an indirect method, pedotransfer functions (PTFs), are searched in estimating the soil hydraulic characteristics for Kurukavak Basin. Root mean square error (RMSE) statistics is used to estimate the reliability and the accuracy of the used PTFs. Rosetta was used for prediction of hydraulic characteristics. The soil hydraulic properties obtained from Rosetta, the third level (H3). The field measurements showed good alignment with the derived retention curve using Rosetta H3 level for loamy soil. Then hydraulic properties are scaled to obtain representative values for saturated hydraulic conductivity (Ks) and saturated volumetric water content (?s) over the basin. However larger coefficient of variation in saturated hydraulic conductivity for sandy clay loam indicates the difference between the simple mean and the scaled mean for this soil typeen_US
dc.description.sponsorshipUGC-DAE Consortium for Scientific Research, University Grants Commission: 000261en_US
dc.description.sponsorshipThis work is supported by the Scientific Research Commission of Anadolu University (project number 000261).en_US
dc.language.isoengen_US
dc.publisherInternational Multidisciplinary Scientific Geoconferenceen_US
dc.relation.isversionof10.5593/sgem2017/31/S12.018en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectScalingen_US
dc.subjectSoil Hydraulic Parametersen_US
dc.subjectWater Retention Curvesen_US
dc.titleCombining pedotransfer functions and scaling for describing the soil hydraulic characteristics of the Kurukavak basin, Turkeyen_US
dc.typeconferenceObjecten_US
dc.relation.journalInternational Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEMen_US
dc.contributor.departmentAnadolu Üniversitesi, Porsuk Meslek Yüksekokulu, İnşaat Bölümüen_US
dc.identifier.volume17en_US
dc.identifier.issue31en_US
dc.identifier.startpage137en_US
dc.identifier.endpage144en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US


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