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Figure 7 Areas for vane insertion on the
basin floor Figure 8 Radial distance of vanes from
each other
ï‚· Initial tests of sediment injection in the no-vane mode showed that no sediment
remains at a distance of the first ¼ of the radius around the orifice (area 1) (Figure 9).
However, at a distance of the next ¾ of the vortex basin radius (areas 2, 3 and 4),
most sediments are accumulated. So vane insertion was ignored in area 1.
Submerge vanes were inserted in six arrangements. Each arrangement was named
according to the vane position area. Since the insertion of several submerge vanes
besides each other can affect a larger area, they first were placed separately in the
desired radial section in a circle with triplet bunches in areas 2, 3 and 4 called R2, R3,
R4, respectively. Then, vane insertions in circles were combined (R2 3, R3 4, R2 3 4
arrangements) to broaden the area affected by one. The effect of this widening was
investigated on the sediment removal efficiency. The used arrangements are shown
in Figure 10.
Figure 9 Initial test of sediment injection
in the no-vane mode Figure 10 Arrangements of curvature
submerge vanes
3 An Experimental Program
In this research, for starting tests, water was entered into the system by pumping. Water flow
entered into the vortex settling basin from the inlet channel through the inlet opening under
188
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik