The aim of this project is design front breakwaters on the valley dam Brno, area Osada. These precautionaries must obviate another destruction of soil on coast, abrasion. The correct design is depending on a definition of abrasion terminant AT, it is point where regress of bank stops. We need elaborate counts of water levels in the dam for last ten years, for the definition of that abrasion point. After that follows definition of the most-count water level Mnmax and definition of a ground elevation bottom of the most highly abrasion crib Va.
| Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:225722 |
| Date | January 2012 |
| Creators | Martinát, Lukáš |
| Contributors | Petr, Pelikán, Šlezingr, Miloslav |
| Publisher | Vysoké učení technické v Brně. Fakulta stavební |
| Source Sets | Czech ETDs |
| Language | Czech |
| Detected Language | English |
| Type | info:eu-repo/semantics/masterThesis |
| Rights | info:eu-repo/semantics/restrictedAccess |
Page generated in 0.0016 seconds