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dc.contributor.authorLane, L. J.
dc.contributor.authorNorton, H. L.
dc.contributor.authorWallace, D. E.
dc.contributor.authorWilson, R. E.
dc.contributor.authorMartin, R. D.
dc.date.accessioned2013-09-04T21:44:09Z
dc.date.available2013-09-04T21:44:09Z
dc.date.issued1977-04-16
dc.identifier.issn0272-6106
dc.identifier.urihttp://hdl.handle.net/10150/300989
dc.descriptionFrom the Proceedings of the 1977 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - April 15-16, 1977, Las Vegas, Nevadaen_US
dc.description.abstractHydrologic information is needed to understand and control water pollution from semiarid rangelands. However, the hydrologic systems under any given conditions must be understood and the effects of various land uses predicted. Based on the concept of partial area response, a runoff tracer study was conducted on two small watersheds. The watersheds were partitioned into four geomorphic subzones or hydrologic response units. Each of the four zones on both watersheds was treated with about 1 kg/ha of an individual water soluble herbicide. Runoff volumes and sources estimated using the tracers were consistent with results from simulation studies. Also, the principle of corresponding runoff and pollutant discharge rates was used to develop two methods of runoff hydrograph estimation from each of the geomorphic subzones. Method 1 matched the mean total concentration and total runoff volume. Method 2 matched the instantaneous total concentration and the instantaneous runoff rate from the entire watershed. Results from the two methods suggested that, although they may be equivalent with respect to runoff volume, Method 2 may be more consistent with respect to peak discharge.
dc.language.isoen_USen_US
dc.publisherArizona-Nevada Academy of Scienceen_US
dc.rightsCopyright ©, where appropriate, is held by the author.en_US
dc.subjectHydrology -- Arizona.en_US
dc.subjectWater resources development -- Arizona.en_US
dc.subjectHydrology -- Southwestern states.en_US
dc.subjectWater resources development -- Southwestern states.en_US
dc.subjectHerbicidesen_US
dc.subjectPollutantsen_US
dc.subjectSurface runoffen_US
dc.subjectTracking techniquesen_US
dc.subjectPath of pollutantsen_US
dc.subjectSmall watershedsen_US
dc.subjectArizonaen_US
dc.subjectWatershed managementen_US
dc.subjectPeak dischargeen_US
dc.subjectHydrologic systemsen_US
dc.subjectDischarge measurementen_US
dc.titleNonpoint-Source Pollutants to Determine Runoff Source Areasen_US
dc.typetexten_US
dc.typeProceedingsen_US
dc.contributor.departmentUSDA, ARS, Tucson, Arizonaen_US
dc.identifier.journalHydrology and Water Resources in Arizona and the Southwesten_US
dc.description.collectioninformationThis article is part of the Hydrology and Water Resources in Arizona and the Southwest collections. Digital access to this material is made possible by the Arizona-Nevada Academy of Science and the University of Arizona Libraries. For more information about items in this collection, contact anashydrology@gmail.com.en_US
refterms.dateFOA2018-06-29T07:27:50Z
html.description.abstractHydrologic information is needed to understand and control water pollution from semiarid rangelands. However, the hydrologic systems under any given conditions must be understood and the effects of various land uses predicted. Based on the concept of partial area response, a runoff tracer study was conducted on two small watersheds. The watersheds were partitioned into four geomorphic subzones or hydrologic response units. Each of the four zones on both watersheds was treated with about 1 kg/ha of an individual water soluble herbicide. Runoff volumes and sources estimated using the tracers were consistent with results from simulation studies. Also, the principle of corresponding runoff and pollutant discharge rates was used to develop two methods of runoff hydrograph estimation from each of the geomorphic subzones. Method 1 matched the mean total concentration and total runoff volume. Method 2 matched the instantaneous total concentration and the instantaneous runoff rate from the entire watershed. Results from the two methods suggested that, although they may be equivalent with respect to runoff volume, Method 2 may be more consistent with respect to peak discharge.


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