Auswirkungen der Hydroabrasion auf die Oberflächenrauheit überströmter Betonoberflächen

Research output: Contribution to journalResearch articleContributedpeer-review

Contributors

Abstract

For the description of the surface condition of components of structures the absolute hydraulic roughness in hydraulic engineering and the geometrical roughness in the material science are normally used. Definite coherences between these parameters could not be found yet up to now. A method to determine the surface roughness of concrete structures has been developed at the Institute of Hydraulic Engineering and Technical Hydromechanics of the TU Dresden (IWD). Furthermore it is quite obvious that the hydroabrasion process of concrete surfaces causes erosion and leads to an increase of the hydraulic and geometrical roughness. The maximum grain size of the concrete matrix mostly influences this effect. By using fine concrete shutterings the hydraulic roughness can be nearly equated with the geometrical one. The roughness relations of concrete surfaces effected by hydroabrasion are analysed yet.

Translated title of the contribution
The impact of the hydroabrasion on the roughness of flow stressed hydraulic structures

Details

Original languageGerman
Pages (from-to)211-219
Number of pages9
JournalBautechnik
Volume86
Issue number4
Publication statusPublished - Apr 2009
Peer-reviewedYes

External IDs

ORCID /0000-0002-8659-9100/work/108224881
Scopus 67649273750
WOS 000265436500003
ORCID /0000-0002-3729-0166/work/142248369

Keywords

Keywords

  • Betonoberflächen, Hydroabrasion