Mechanics of overflow erosion on embankments. 1: Research activities

Part I of a two-part report presents model and prototype research studies which have been conducted in the United States and Great Britain to evaluate how embankments for dams, levees, roadways, etc. perform when subjected to overtopping flows from probable maximum flood (PMF) or near-PMF events. Th...

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Veröffentlicht in:Journal of hydraulic engineering (New York, N.Y.) N.Y.), 1989-01, Vol.115 (8), p.1040-1055
Hauptverfasser: Powledge, G R, Ralston, D C, Miller, P, Chen, Yung Hai, Clopper, P E, Temple, D M
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container_end_page 1055
container_issue 8
container_start_page 1040
container_title Journal of hydraulic engineering (New York, N.Y.)
container_volume 115
creator Powledge, G R
Ralston, D C
Miller, P
Chen, Yung Hai
Clopper, P E
Temple, D M
description Part I of a two-part report presents model and prototype research studies which have been conducted in the United States and Great Britain to evaluate how embankments for dams, levees, roadways, etc. perform when subjected to overtopping flows from probable maximum flood (PMF) or near-PMF events. These studies provide the engineer with an understanding of the mechanics of overflow erosion through subjecting scale model and prototype embankments to overtopping flow events. The effectiveness of various protection systems in preventing overflow erosion is evaluated.
doi_str_mv 10.1061/(ASCE)0733-9429(1989)115:8(1040)
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source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Freshwater
title Mechanics of overflow erosion on embankments. 1: Research activities
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