Return to search

Stabilizace břehů nádrží / Bank Stabilization of dam

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.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:225722
Date January 2012
CreatorsMartinát, Lukáš
ContributorsPetr, Pelikán, Šlezingr, Miloslav
PublisherVysoké učení technické v Brně. Fakulta stavební
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

Page generated in 0.0019 seconds