Paper
Rehabilitation of the Massingir Embankment Dam: A Concept Based on Finite Element Seepage Analysis
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Authors:
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Claudia Plünnecke; João Marcelino
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Abstract
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The safety and operability of the Massingir embankment dam have been limited since its inauguration in 1977. This is mainly because of uncontrolled, excessive under-seepage. As extensive rehabilitation measures, concluded in 2007, could not completely solve this problem, a new rehabilitation concept, consisting of a free-draining seepage berm with an integrated inverted filter, has been developed. In this paper, several rehabilitation alternatives are discussed, the schematic rehabilitation concept is elaborated and a survey is given of the subsequent seepage analysis by means of the numerical 2D program, PlaxFlow.
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Keywords
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Finite Element Seepage Analysis; Massingir Embankment Dam
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StartPage
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147
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EndPage
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153
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Doi
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10.5963/JWRHE0503009