contributor author | Theodor S. Strelkoff | |
contributor author | Albert J. Clemmens | |
date accessioned | 2017-05-08T20:48:50Z | |
date available | 2017-05-08T20:48:50Z | |
date copyright | January 1998 | |
date issued | 1998 | |
identifier other | %28asce%290733-9437%281998%29124%3A1%2859%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27845 | |
description abstract | By appropriate choice of reference variables, dimensionless governing equations and initial and boundary conditions of unsteady canal flow have fewer independent parameters that do their dimensioned counterparts; the same information can be expressed more compactly. With design discharge and normal depth as references, unsteady flow is governed by cross-sectional shape factors, Froude number at normal depth, and the dimensionless length, as well as initial and boundary conditions. A particular dimensionless form of the Saint-Venant equations was found to have the same appearance as the dimensioned equations. Dimensionless | |
publisher | American Society of Civil Engineers | |
title | Nondimensional Expression of Unsteady Canal Flow | |
type | Journal Paper | |
journal volume | 124 | |
journal issue | 1 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)0733-9437(1998)124:1(59) | |
tree | Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 001 | |
contenttype | Fulltext | |