Large area hydrologic modeling and assessment - Part II: Model application

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dc.acquisition-srcDownloaded from-Web of Scienceen_US
dc.call-noen_US
dc.contract-noen_US
dc.contributor.authorSrinivasan Ren_US
dc.contributor.authorRamanarayanan TSen_US
dc.contributor.authorArnold JGen_US
dc.contributor.authorBednarz STen_US
dc.contributor.otherJournal of the American Water Resources Associationen_US
dc.date.accessioned2010-02-15T17:18:08Z
dc.date.available2010-02-15T17:18:08Z
dc.date.issued1998 Feben_US
dc.degreeen_US
dc.description91-101en_US
dc.description-otheren_US
dc.description.abstractThis paper describes the application of a river basin scale hydrologic model (described in Part I) to Richland and Chambers Creeks watershed (RC watershed) in upper Trinity River basin in Texas, The inputs to the model were accumulated from hydrographic and geographic databases and maps using a raster-based GIS. Available weather data from 12 weather stations in and around the watershed and stream flow data from two USGS stream gauge station for the period 1965 to 1984 were used in the flow calibration and validation. Sediment calibration was carried out for the period 1988 through 1994 using the 1994 sediment survey data from the Richland-Chambers lake. Sediment validation was conducted on a subwatershed (Mill Creek watershed) situated on Chambers Creek of the RC watershed. The model was evaluated by well established statistical and visual methods and was found to explain at least 84 percent and 65 percent of the variability in the observed stream flow data for the calibration and validation periods, respectively. In addition, the model predicted the accumulated sediment load within 2 percent and 9 percent from the observed data for the RC watershed and Mill Creek watershed, respectivelyen_US
dc.description.urihttp://gbic.tamug.edu/request.htmen_US
dc.historyen_US
dc.identifier.urihttp://hdl.handle.net/1969.3/23588
dc.latitudeen_US
dc.locationen_US
dc.longitudeen_US
dc.notesTimes Cited: 16ArticleEnglishSrinivasan, RTexas Agr Expt Stn, 808 E Blackland Rd, Temple, TX 76502 USACited References Count: 14ZB945950 HERNDON PARKWAY SUITE 300, HERNDON, VA 20170-5531 USAHERNDONen_US
dc.placeen_US
dc.publisheren_US
dc.relation.ispartofseries51242.00en_US
dc.relation.urien_US
dc.scaleen_US
dc.seriesen_US
dc.subjectFLOWen_US
dc.subjectGISen_US
dc.subjectGIS interfaceen_US
dc.subjectLAKEen_US
dc.subjectmodelingen_US
dc.subjectnonpoint source pollutionen_US
dc.subjectPOLLUTIONen_US
dc.subjectscaleen_US
dc.subjectSEDIMENTATIONen_US
dc.subjectSIMULATIONen_US
dc.subjectSTREAMen_US
dc.subjectsurveyen_US
dc.subjectTEXASen_US
dc.subjectTrinity Riveren_US
dc.subjectTXen_US
dc.subjectUSAen_US
dc.subjectVARIABILITYen_US
dc.subjectwatershed modelingen_US
dc.titleLarge area hydrologic modeling and assessment - Part II: Model applicationen_US
dc.typeJournalen_US
dc.universityen_US
dc.vol-issue34(1)en_US

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