Adverse-slope stilling basins: machine learning approach to estimation of hydraulic jump features
Nema prikaza
Konferencijski prilog (Recenzirana verzija)

Metapodaci
Prikaz svih podataka o dokumentuApstrakt
Stilling basins are the most commonly used energy dissipating structure for large dams, due to their high operating reliability under a wide range of inflow conditions. However, unsatisfactory tailwater conditions, primarily low tailwater level, can necessitate the use of additional structural solutions for the stabilization of the occurring hydraulic jump. A possible solution to this issue is the use of the adverse-sloped basins, which use the weight of the water in the jump for jump stabilization. Adverse-slope basin design had attracted the interest of engineers and researchers in the last decade as a simple method for the reduction of the required tailwater depth and basin length. To this date, a number of analytical and empirical methods for the estimation of features of such jumps are developed. However, the applicability of these methods is hindered by their diverse accuracy and/or complexity. Based on the experimental measurements on a stepped spillway model, a multilayer perce...ptron model (MLP) was trained for the estimation of jump characteristics. An accuracy and sensitivity analyses were also performed for each used method. It was demonstrated that machine learning techniques can potentially provide significantly better results than certain analytical and empirical methods. This allows a simpler, faster, yet accurate analysis of the occurring hydraulic conditions in the early stages of design.
Ključne reči:
stilling basin / hydraulic jump / machine learning techniques / hydraulic modelIzvor:
Zbornik radova 18. savetovanja SDHI/SDH, 2018Izdavač:
- SDHI/SDH
Kolekcije
Institucija/grupa
GraFarTY - CONF AU - Ljubičić, Robert AU - Zindović, Budo AU - Savić, Ljubodrag PY - 2018 UR - https://grafar.grf.bg.ac.rs/handle/123456789/1865 AB - Stilling basins are the most commonly used energy dissipating structure for large dams, due to their high operating reliability under a wide range of inflow conditions. However, unsatisfactory tailwater conditions, primarily low tailwater level, can necessitate the use of additional structural solutions for the stabilization of the occurring hydraulic jump. A possible solution to this issue is the use of the adverse-sloped basins, which use the weight of the water in the jump for jump stabilization. Adverse-slope basin design had attracted the interest of engineers and researchers in the last decade as a simple method for the reduction of the required tailwater depth and basin length. To this date, a number of analytical and empirical methods for the estimation of features of such jumps are developed. However, the applicability of these methods is hindered by their diverse accuracy and/or complexity. Based on the experimental measurements on a stepped spillway model, a multilayer perceptron model (MLP) was trained for the estimation of jump characteristics. An accuracy and sensitivity analyses were also performed for each used method. It was demonstrated that machine learning techniques can potentially provide significantly better results than certain analytical and empirical methods. This allows a simpler, faster, yet accurate analysis of the occurring hydraulic conditions in the early stages of design. PB - SDHI/SDH C3 - Zbornik radova 18. savetovanja SDHI/SDH T1 - Adverse-slope stilling basins: machine learning approach to estimation of hydraulic jump features UR - https://hdl.handle.net/21.15107/rcub_grafar_1865 ER -
@conference{ author = "Ljubičić, Robert and Zindović, Budo and Savić, Ljubodrag", year = "2018", abstract = "Stilling basins are the most commonly used energy dissipating structure for large dams, due to their high operating reliability under a wide range of inflow conditions. However, unsatisfactory tailwater conditions, primarily low tailwater level, can necessitate the use of additional structural solutions for the stabilization of the occurring hydraulic jump. A possible solution to this issue is the use of the adverse-sloped basins, which use the weight of the water in the jump for jump stabilization. Adverse-slope basin design had attracted the interest of engineers and researchers in the last decade as a simple method for the reduction of the required tailwater depth and basin length. To this date, a number of analytical and empirical methods for the estimation of features of such jumps are developed. However, the applicability of these methods is hindered by their diverse accuracy and/or complexity. Based on the experimental measurements on a stepped spillway model, a multilayer perceptron model (MLP) was trained for the estimation of jump characteristics. An accuracy and sensitivity analyses were also performed for each used method. It was demonstrated that machine learning techniques can potentially provide significantly better results than certain analytical and empirical methods. This allows a simpler, faster, yet accurate analysis of the occurring hydraulic conditions in the early stages of design.", publisher = "SDHI/SDH", journal = "Zbornik radova 18. savetovanja SDHI/SDH", title = "Adverse-slope stilling basins: machine learning approach to estimation of hydraulic jump features", url = "https://hdl.handle.net/21.15107/rcub_grafar_1865" }
Ljubičić, R., Zindović, B.,& Savić, L.. (2018). Adverse-slope stilling basins: machine learning approach to estimation of hydraulic jump features. in Zbornik radova 18. savetovanja SDHI/SDH SDHI/SDH.. https://hdl.handle.net/21.15107/rcub_grafar_1865
Ljubičić R, Zindović B, Savić L. Adverse-slope stilling basins: machine learning approach to estimation of hydraulic jump features. in Zbornik radova 18. savetovanja SDHI/SDH. 2018;. https://hdl.handle.net/21.15107/rcub_grafar_1865 .
Ljubičić, Robert, Zindović, Budo, Savić, Ljubodrag, "Adverse-slope stilling basins: machine learning approach to estimation of hydraulic jump features" in Zbornik radova 18. savetovanja SDHI/SDH (2018), https://hdl.handle.net/21.15107/rcub_grafar_1865 .