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dc.contributor.author岡, 太郎ja
dc.contributor.author角屋, 睦ja
dc.contributor.alternativeOKA, Taroen
dc.contributor.alternativeKADOYA, Mutsumien
dc.date.accessioned2009-02-10T01:42:08Z-
dc.date.available2009-02-10T01:42:08Z-
dc.date.issued1976-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70109-
dc.description.abstractThe previous paper has proposed a mathematical model of runoff put emphasis upon theprocesses of prompt and delayed groundwater runoff. This paper deals with a practical methodfor determining constants and curves required for the model to be applied in hydrograph analy-ses.The depth of active soil layer is estimated through changes of the soil moisture content andthe river discharge. Both the inifiltration rate and soil moisture flux curves being functionsof soil moisture content cannot but be determined after trial calculations. In order to save thetrial calculations, however, those curves are given on the basis of numerical solutions under somehypothetical rain and soil conditions. Applied examples are also shown for hydrographs at theoutlet of the Minegado experimental basin.en
dc.format.mimetypeapplication/pdf-
dc.language.isojpn-
dc.publisher京都大学防災研究所ja
dc.publisher.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.subject.ndc452.94-
dc.subject.ndc451.64-
dc.subject.ndc454.55-
dc.title丘陵地斜面域における雨水の浸入・流出過程 (2)ja
dc.title.alternativeAPPROACH TO INFILTRATION AND RUNOFF PROCESS OF RAINWATER IN SLOPE OF WATERSHED (2)en
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN00027784-
dc.identifier.jtitle京都大学防災研究所年報. Bja
dc.identifier.volume19-
dc.identifier.issueB-2-
dc.identifier.spage153-
dc.identifier.epage165-
dc.textversionpublisher-
dc.sortkey10-
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html-
dcterms.accessRightsopen access-
dc.identifier.pissn0386-412X-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annuals. Ben
出現コレクション:No.19 B-2

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