Seite - 488 - in Book of Full Papers - Symposium Hydro Engineering
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the individual cross-sections, using the following equation (Hoey and Sutherland,
1991):
1 1
50.01
1 2
1
2 2/
xx
xxzz
BRI
n ii
n
i ii
(14)
wherex denotes the transverse distance from the left bank to the i position, and
z is the difference between the bed elevation at the iposition ( iz ) and the mean
bed elevation. Fig. 8 shows the change of BRI for each run. BRI increased in both
Runs-1 and 2 with time. BRI was great in the areas where the bed scoured and the
sediment deposited, indicating that the change in the bed elevation was significant
and dynamic. BRI was greater in Run-2 where discharge was 15.13 m3/s than in
Run-1 where discharge was 9.00 m3/s. In addition, BRI was greater at the 1,100 m
and 1,400 m downstream at No. 2 than at the 400 m and 600 m at No. 1. This
showed that a higher discharge enhanced the dynamics of the bed with the
sediment supply upstream, and that the river was more dynamic at the 1,400 m
downstream at No. 2 than in the immediate downstream of the dam, being affected
more by the sediment supply.
5. CONCLUSIONS
In this study, a numerical simulation has been conducted to investigate the
efficiency of the plans as a preliminary study. The effect of sediment supply was
evaluated in the Naeseongcheon Stream under discharge conditions that were
dependent on the dam operation. The sediment supply location candidates
determined as a riffle or as a curved region where the secondary flow is formed to
effectively perform sediment supply. The bed elevation in the immediate
downstream of the dam decreased over time. In addition, as time passed, the
sediment pulse scoured and moved to the downstream of the channel, and then
deposited at positions where the flow velocity decreased. BRI, representing the
dynamics of the bed, increased with time, and was found to be greater in the
channel downstream than upstream. In addition, as discharge increased, BRI
increased because the higher discharge
488
Book of Full Papers
Symposium Hydro Engineering
- Titel
- Book of Full Papers
- Untertitel
- Symposium Hydro Engineering
- Autor
- Gerald Zenz
- Verlag
- Verlag der Technischen Universität Graz
- Ort
- Graz
- Datum
- 2018
- Sprache
- englisch
- Lizenz
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Abmessungen
- 20.9 x 29.6 cm
- Seiten
- 2724
- Schlagwörter
- Hydro, Engineering, Climate Changes
- Kategorien
- International
- Naturwissenschaften Physik
- Technik