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contributor authorMuthiah Perumal
contributor authorKittur G. Ranga Raju
date accessioned2017-05-08T21:23:15Z
date available2017-05-08T21:23:15Z
date copyrightApril 1999
date issued1999
identifier other%28asce%291084-0699%281999%294%3A2%28160%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49455
description abstractThis paper describes the development of simplified momentum equations, in stage as well as in discharge formulations, governing the transition between the diffusion and the kinematic waves (including the latter). It also describes the application of these equations to arrive at the approximate convection-diffusion equations. The appropriateness of these approximate convection-diffusion equations to model flood waves in the transition range is established, and the characteristics of these equations are studied from the point of view of description of the loop-rating curve. The development of these simplified equations provides a theoretical justification for their use in the well-known “Jones formula” expressed as
publisherAmerican Society of Civil Engineers
titleApproximate Convection-Diffusion Equations
typeJournal Paper
journal volume4
journal issue2
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(1999)4:2(160)
treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 002
contenttypeFulltext


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