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dc.creatorSherman, Bernard
dc.creatorSingh, Vijay P.
dc.date.accessioned2011-03-30T17:05:50Z
dc.date.available2011-03-30T17:05:50Z
dc.date.issued1976-10
dc.identifier.citationSherman, B., and V. P. Singh (1976), A distributed converging overland flow model: 1. Mathematical solutions, Water Resources Research, 12(5), doi:10.1029/WR012i005p00889. To view the published open abstract, go to http://dx.doi.org and enter the DOI.en
dc.identifier.issn0043-1397
dc.identifier.urihttp://dx.doi.org/10.1029/WR012i005p00889
dc.identifier.urihttp://hdl.handle.net/1969.1/94157
dc.descriptionAn edited version of this paper was published by AGU. Copyright 1976 American Geophysical Union.en
dc.description.abstractIn models for overland flow based on kinematic wave theory the friction parameter is assumed to be constant. This paper studies a converging geometry and allows continuous spatial variability in the parameter. Parameter variability results in a completely distributed approach, reduces the need to use a complex network model to simulate watershed surface runoff, and saves much computational time and effort. This paper is the first in a series of three. It develops analytical solutions for a converging geometry with no infiltration and temporally constant lateral inflow. Part 2 discusses the effect of infiltration on the runoff process, and part 3 discusses application of the proposed model to natural agricultural watersheds.en
dc.language.isoen
dc.publisherAmerican Geophysical Union
dc.titleA distributed converging overland flow model: 1. Mathematical solutionsen
dc.typeArticleen
local.departmentCivil Engineeringen
local.departmentBiological and Agricultural Engineeringen


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