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contributor authorDavid H. Schoellhamer
contributor authorJohn C. Peters
contributor authorBruce E. Larock
date accessioned2017-05-08T20:39:20Z
date available2017-05-08T20:39:20Z
date copyrightJuly 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A7%281099%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22534
description abstractA Froude number that is applicable to subdivisions of a cross section is developed assuming one-dimensional flow. The subdivision Froude number is shown to determine accurately the flow regime in subdivisions of a cross section. An imaginary subdivision Froude number in a floodplain indicates that the velocity is increasing with depth and that a one-dimensional flow assumption may be invalid. Mixed flow regimes at a cross section which invalidate the standard step method can be recognized with the subdivision Froude number. A total of 193 cross sections were tested with a modified version of HEC2; eleven had a mixed flow regime and 36 had at least one imaginary Froude number.
publisherAmerican Society of Civil Engineers
titleSubdivision Froude Number
typeJournal Paper
journal volume111
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:7(1099)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 007
contenttypeFulltext


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