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contributor authorHossein M. V. Samani
contributor authorJamal M. V. Samani
contributor authorMohammad Shaiannejad
date accessioned2017-05-08T20:44:33Z
date available2017-05-08T20:44:33Z
date copyrightJune 2003
date issued2003
identifier other%28asce%290733-9429%282003%29129%3A6%28448%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25562
description abstractIn this paper a two-dimensional (2D) model for flow through rockfill dams is presented and its results have been compared to 1D model. The model is based on the 2D continuity equation. In the model, an exponential relationship between Reynolds number (R) and Darcy-Weisbach coefficient (
publisherAmerican Society of Civil Engineers
titleReservoir Routing using Steady and Unsteady Flow through Rockfill Dams
typeJournal Paper
journal volume129
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2003)129:6(448)
treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
contenttypeFulltext


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