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contributor authorSurendra Kumar Mishra
contributor authorVijay P. Singh
date accessioned2017-05-08T21:23:17Z
date available2017-05-08T21:23:17Z
date copyrightOctober 1999
date issued1999
identifier other%28asce%291084-0699%281999%294%3A4%28358%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49484
description abstractBy employing looped or hysteretic rating curves, flood wave propagation in natural and artificial channels is analytically described. The analytical relation between a quantitative descriptor of hysteresis η and phase difference ϕ is verified using numerical and observed data, and a unique relationship among η, ϕ, and logarithmic decrement δ is presented for kinematic waves. Finally, the effect of channel and input flood wave characteristics as well as downstream boundary conditions on flood wave propagation is evaluated.
publisherAmerican Society of Civil Engineers
titleHysteresis-Based Flood Wave Analysis
typeJournal Paper
journal volume4
journal issue4
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(1999)4:4(358)
treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 004
contenttypeFulltext


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