Page - 879 - in Book of Full Papers - Symposium Hydro Engineering
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Figure 3.
Prototipe of Spillway Works, Chute dan Stilling Basin
7. TEST MODEL RESULT
Results from spillway hydraulic test model of Cipanundan Dam are as
follows:
1) The flow conditions on the transition channel are relatively good and
there is no crossing flow,
2) The flow conditions on energy dissipator up to Q1000 discharge, still form
hydraulic jump,
3) The effectiveness of the energy dissipator is functioning optimally
8. CONCLUSION
The results of the hydraulic flow obtained from the test model still needs a
further study that is to model the flow condition when it returns to the river and to
map scouring pattern in the downstream stilling basin. It is necessary in order
that the results of modelling can gain the most optimal condition.
879
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