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contributor authorMohamed Nasr Allam
date accessioned2017-05-08T21:06:37Z
date available2017-05-08T21:06:37Z
date copyrightMarch 1990
date issued1990
identifier other%28asce%290733-9496%281990%29116%3A2%28262%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39024
description abstractThis paper presents a watershed discharge hydrograph simulation model, based on the hydraulically based geomorphologic instantaneous unit hydrograph (IUH), developed by Kirshen and Bras (1983). This IUH was derived as a function of watershed geomorphology and the response of streams to lateral inflows, determined by solving one‐dimensional linearized equations of motion. The effective rainfall is calculated here to be equal to the gross rainfall minus the infiltration losses, presented with Philip's expression coupled with an empirical equation for soil moisture computation. Consideration is given to the role of mountainous terrain in runoff generation. For mountainous watersheds, the mountain runoff is regarded as a water depth on the alluvial channels. The effective rainfall depth is calculated to be equal to this water depth plus the rainfall depth minus the infiltration losses. The simulation model is verified through applications for three gauged watersheds in Saudi Arabia. A comparison is made between the observed and simulated hydrographs, and evaluation of the model results and limitations is provided.
publisherAmerican Society of Civil Engineers
titleGeomorphologic Rainfall‐Runoff Model: Incorporating Philip's Infiltration Expression
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1990)116:2(262)
treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 002
contenttypeFulltext


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