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contributor authorTawatchai Tingsanchali
contributor authorShyam K. Manandhar
date accessioned2017-05-08T20:39:13Z
date available2017-05-08T20:39:13Z
date copyrightMarch 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A3%28435%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22461
description abstractAn analytical diffusion model for flood routing which can take into account backwater effect and lateral flows has been developed. The model is applied to route the floods in a hypothetical rectangular channel with different upstream, downstream, and lateral boundary conditions. Different channel characteristics are assumed and the results obtained are found to check well with those obtained by the finite difference method of implicit scheme based on the complete Saint‐Venant equations for unsteady open channel flow. The model shows good results when applied to simulate flood flow conditions in 1980 and 1981 in the Lower Mun River, in Northeast Thailand. The model cannot be incorporated with detailed data of cross sections or river bed geometry but requires only their average values. The Chézy,
publisherAmerican Society of Civil Engineers
titleAnalytical Diffusion Model for Flood Routing
typeJournal Paper
journal volume111
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:3(435)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
contenttypeFulltext


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