z-logo
open-access-imgOpen Access
A MODEL FOR BREACH GROWTH IN A DIKE-BURST
Author(s) -
Paul J. Visser
Publication year - 1988
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v21.140
Subject(s) - dike , geotechnical engineering , mechanism (biology) , erosion , geology , mechanics , physics , petrology , geomorphology , quantum mechanics
A mathematical model for sand-dike breach erosion is presented. The heart of the model is a modified Bagnold (1963) energetics—based sand transport conception combined with a simplified Galappatti and Vreugdenhil (1985) pick up mechanism for the suspended load. The model has been tested to three laboratory experiments. The agreement between model predictions and experimental results is surprisingly good. Prototype calculations are presented for the 73 m high sand—dike of a proposed pumped—storage plant in the Netherlands.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here