Show simple item record

dc.contributor.authorKarnieli, Arnon,1952-
dc.date.accessioned2013-12-17T01:25:06Z
dc.date.available2013-12-17T01:25:06Z
dc.date.issued1985-10
dc.identifier.urihttp://hdl.handle.net/10150/306929
dc.description.abstractAn empirical-stochastical model for predicting runoff volumes in Butler Valley, Arizona, has been suggested. The model uses the statistical parameters of rainfall in a few surrounding stations in order to calculate the recurrence interval of rainfall above the study area. The model also considers the elevation effect of the mountains. The model assumes a linear relationships between annual rainfall and annual runoff for a given watershed taking into account the reduction in runoff efficiency with an increase in catchment size. A procedural approach and an example for using the model are presented.
dc.language.isoen_USen_US
dc.publisherWater Resources Research Center, University of Arizona (Tucson, AZ)en_US
dc.sourceWater Resources Research Center. The University of Arizona.en_US
dc.titlePrediction of Runoff Volumes in Butler Valley, Arizonaen_US
dc.contributor.departmentWater Resources Research Centeren_US
dc.description.collectioninformationThis item is part of the Water Resources Research Center collection. It was digitized from a physical copy provided by the Water Resources Research Center at The University of Arizona. For more information about items in this collection, please contact the Center, (520) 621-9591 or see http://wrrc.arizona.edu.en_US
refterms.dateFOA2018-06-05T21:29:42Z
html.description.abstractAn empirical-stochastical model for predicting runoff volumes in Butler Valley, Arizona, has been suggested. The model uses the statistical parameters of rainfall in a few surrounding stations in order to calculate the recurrence interval of rainfall above the study area. The model also considers the elevation effect of the mountains. The model assumes a linear relationships between annual rainfall and annual runoff for a given watershed taking into account the reduction in runoff efficiency with an increase in catchment size. A procedural approach and an example for using the model are presented.


Files in this item

Thumbnail
Name:
wrrc_237.pdf
Size:
1.052Mb
Format:
PDF

This item appears in the following Collection(s)

Show simple item record