Shaft spillway with deflector downstream of vertical bend
Апстракт
This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.
Кључне речи:
dams, barrages & reservoirs / design methods & aids / hydraulics & hydrodynamicsИзвор:
Proceedings of the Institution of Civil Engineers-Water Management, 2014, 167, 5, 269-278Издавач:
- Thomas Telford Services Ltd
Финансирање / пројекти:
- Мерење и моделирање физичких, хемијских, биолошких и морфодинамичких параметара река и водних акумулација (RS-MESTD-Technological Development (TD or TR)-37009)
DOI: 10.1680/wama.12.00111
ISSN: 1741-7589
WoS: 000333626800004
Scopus: 2-s2.0-84901788465
Колекције
Институција/група
GraFarTY - JOUR AU - Savić, Ljubodrag AU - Kapor, Radomir AU - Kuzmanović, Vladan AU - Milovanović, Bojan PY - 2014 UR - https://grafar.grf.bg.ac.rs/handle/123456789/638 AB - This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented. PB - Thomas Telford Services Ltd T2 - Proceedings of the Institution of Civil Engineers-Water Management T1 - Shaft spillway with deflector downstream of vertical bend EP - 278 IS - 5 SP - 269 VL - 167 DO - 10.1680/wama.12.00111 ER -
@article{ author = "Savić, Ljubodrag and Kapor, Radomir and Kuzmanović, Vladan and Milovanović, Bojan", year = "2014", abstract = "This study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.", publisher = "Thomas Telford Services Ltd", journal = "Proceedings of the Institution of Civil Engineers-Water Management", title = "Shaft spillway with deflector downstream of vertical bend", pages = "278-269", number = "5", volume = "167", doi = "10.1680/wama.12.00111" }
Savić, L., Kapor, R., Kuzmanović, V.,& Milovanović, B.. (2014). Shaft spillway with deflector downstream of vertical bend. in Proceedings of the Institution of Civil Engineers-Water Management Thomas Telford Services Ltd., 167(5), 269-278. https://doi.org/10.1680/wama.12.00111
Savić L, Kapor R, Kuzmanović V, Milovanović B. Shaft spillway with deflector downstream of vertical bend. in Proceedings of the Institution of Civil Engineers-Water Management. 2014;167(5):269-278. doi:10.1680/wama.12.00111 .
Savić, Ljubodrag, Kapor, Radomir, Kuzmanović, Vladan, Milovanović, Bojan, "Shaft spillway with deflector downstream of vertical bend" in Proceedings of the Institution of Civil Engineers-Water Management, 167, no. 5 (2014):269-278, https://doi.org/10.1680/wama.12.00111 . .