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contributor authorMustafa M. Aral
contributor authorMorris L. Maslia
date accessioned2017-05-08T20:38:35Z
date available2017-05-08T20:38:35Z
date copyrightJune 1983
date issued1983
identifier other%28asce%290733-9429%281983%29109%3A6%28809%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22125
description abstractTransient seepage patterns in the west dike station 58+00 of Wallace Dam are studied through a saturated‐unsaturated seepage analysis using a finite element solution technique. Numerical results obtained are presented and compared with field data. Further, a simplified formulation of finite element equations for saturated‐unsaturated analysis is presented which increases computational efficiency considerably.
publisherAmerican Society of Civil Engineers
titleUnsteady Seepage Analysis of Wallace Dam
typeJournal Paper
journal volume109
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1983)109:6(809)
treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 006
contenttypeFulltext


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