Embankment Overtopping Tests to Evaluate Damageby Yung Hai Chen, Simons, Li & Associates Inc, Fort Collins, CO, USA,
Document Type: Proceeding Paper
Part of: Hydraulics and Hydrology in the Small Computer Age
Abstract: The paper reports on studies of embankments 6 ft high, 10 to 22 ft in crest width, and 3 ft in length, with slope varying from 2:1 to 4:1. Embankment surfaces include pavement, grass, mattresses, Geoweb, soil cement, Enkamat, and others. Various flood overtopping conditions are included. A computer model was developed to determine hydraulics of overtopping flow and associated erosion damage. This model is being verified using field data and laboratory test results.
Subject Headings: Wave overtopping | Computer models | Floods | Erosion | Field tests | Laboratory tests | Concrete pavements | Soil cement
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