Aeration performance of triangular-notch weirs

Citation
A. Baylar et al., Aeration performance of triangular-notch weirs, J CHART I W, 15(3), 2001, pp. 203-206
Citations number
12
Categorie Soggetti
Environment/Ecology
Journal title
JOURNAL OF THE CHARTERED INSTITUTION OF WATER AND ENVIRONMENTAL MANAGEMENT
ISSN journal
13604015 → ACNP
Volume
15
Issue
3
Year of publication
2001
Pages
203 - 206
Database
ISI
SICI code
1360-4015(200107/08)15:3<203:APOTW>2.0.ZU;2-N
Abstract
Hydraulic structures have an impact on the concentration of dissolved oxyge n in a river system, even though the water is in contact with the structure for only a short period of time. The same oxygen transfer that would norma lly occur over several kilometres in a river can occur at a single hydrauli c structure, because the flow over a structure is typically highly turbulen t, resulting in increased interfacial renewal. Plunging overfall jets from weirs are a good example of this fact, and the aeration properties of such structures have been studied widely in the laboratory and field over a numb er of years. This technical note (a) describes triangular-notch weirs havin g a different weir angle a and how they affect aeration performance, and (b ) demonstrates that aeration efficiency decreases with increasing weir angl e.