Θραύση λιθορρίπτων φραγμάτων λόγω υπερχείλισης: [υπό] Νικολάου Κ. Σφακιανάκη

THIS IS AN EXPERIMENTAL STUDY OF THE PROGRESSIVE BREAKING OF THE EMBANKMENT OF A ROCKFILL DAM DUE TO OVERTOPPING. OVERTOPPING IS BROUGHT ABOUT BY ADDING AN INITIAL DISCHARGE TO THE DAM'S RESERVOIR. THE DISCHARGE VARIATION WITH TIME DOWNSTREAM IS OBTAINED FOR VARIOUS VALUES OF THE INITIAL DISCHARGE. A MATHEMATICAL MODEL IS PROPOSED FOR THE PROGNOSIS OF THE BREAKING OF A DAM EMBANKMENT COMPOSEDOF NON COHESIVE, GRANULAR MATERIAL. THIS MODEL IS BASED ON THE BED LOAD FORMULA OF SHIELDS, ADAPTED TO THIS PHENOMENON. THE CONDITIONS OF SIMILITUDE ARE ALSOEXAMINED.

Grantor dc:publisher

Aristotle University Of Thessaloniki (AUTH)

Year dc:date

1987

Author dc:creator

• Σφακιανάκης, Νικόλαος

• Φράγματα
• Υδραυλική
• Θραύση φραγμάτων
• Dams
• Hydraulics
• Dam-break problem
• Επιστήμες Μηχανικού και Τεχνολογία
• Επιστήμη Πολιτικού Μηχανικού
• Engineering and Technology
• Civil Engineering

Language dc:language

gre

Identifier

10.12681/eadd/0801

OAI identifier oai:identifier

oai:10442/0801