Publication:
Application of GIS for modelling of the spatial distribution of rainfall. October l996.
Application of GIS for modelling of the spatial distribution of rainfall. October l996.
dc.contributor.author | Luk, K. C. | en_US |
dc.contributor.author | Ball, J. E. | en_US |
dc.date.accessioned | 2021-11-25T12:40:35Z | |
dc.date.available | 2021-11-25T12:40:35Z | |
dc.date.issued | 1996 | en_US |
dc.description.abstract | A generic procedure developed in a geographical information system for estimating spatial distribution of rainfall in an urban catchment. Five different techniques were used to estimate point values at ungauged sites as well as average values for subcatchments. Thiessen Polygon, Inverse Distance Weighted, Kriging, Trend and Spline. Basic principles of the techniques outlined. Both visual and arithmetic comparisons were established. It ws found that using spline surfaces within a GIS produced robust and accurate estimates of rainfall and enabled real time estimation of spatially distributed patterns. The use of a generic GIS for rainfall modelling enables the more accurate and sophisticated techniques to be used by a wider range of users. | en_US |
dc.identifier.isbn | 0858240149 | en_US |
dc.identifier.uri | http://hdl.handle.net/1959.4/36216 | |
dc.language | English | |
dc.language.iso | EN | en_US |
dc.publisher | University of New South Wales - Water Research Laboratory | en_US |
dc.rights | CC BY-NC-ND 3.0 | en_US |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/3.0/au/ | en_US |
dc.source | Legacy MARC | en_US |
dc.source | WRL Digitisation | |
dc.subject.other | geographical information systems | en_US |
dc.subject.other | catchment areas | en_US |
dc.subject.other | urban areas | en_US |
dc.subject.other | rainfall distribution | en_US |
dc.subject.other | spatial distribution | en_US |
dc.title | Application of GIS for modelling of the spatial distribution of rainfall. October l996. | en_US |
dc.type | Report | en |
dcterms.accessRights | open access | |
dspace.entity.type | Publication | en_US |
unsw.accessRights.uri | https://purl.org/coar/access_right/c_abf2 | |
unsw.description.notePublic | Number of pages: 116pp | en_US |
unsw.identifier.doi | https://doi.org/10.4225/53/57a400a89062e | en_US |
unsw.publisher.place | Sydney | en_US |
unsw.relation.faculty | Engineering | |
unsw.relation.ispartofreportnumber | UNSW Water Research Laboratory Report No. 191 | en_US |
unsw.relation.originalPublicationAffiliation | Luk, K. C., Water Research Laboratory, Faculty of Engineering, UNSW | en_US |
unsw.relation.originalPublicationAffiliation | Ball, J. E., Water Research Laboratory, Faculty of Engineering, UNSW | en_US |
unsw.relation.school | School of Civil and Environmental Engineering | * |
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