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contributor authorMuthiah Perumal
contributor authorKunjan Bhakta Shrestha
contributor authorU. C. Chaube
date accessioned2017-05-08T20:44:56Z
date available2017-05-08T20:44:56Z
date copyrightSeptember 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A9%28870%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25790
description abstractThe well-known Jones formula has long been used to convert a stage hydrograph to a discharge hydrograph under many unsteady flow situations. The logic behind the formula can be explained with the use of the approximate convection–diffusion equation in its development. However, its applicability criterion has not yet been quantified. Assessment of the applicability of the Jones formula is studied herein. In addition, two variations of the Jones formula have been developed: one, incorporating the inertial forces of the one-dimensional momentum equation and the other, incorporating a refined estimate of
publisherAmerican Society of Civil Engineers
titleReproduction of Hysteresis in Rating Curves
typeJournal Paper
journal volume130
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:9(870)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 009
contenttypeFulltext


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