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Converging stepped spillway flow

Само за регистроване кориснике
2016
Аутори
Zindović, Budo
Vojt, Predrag
Kapor, Radomir
Savić, Ljubodrag
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документу
Апстракт
Wall deflection in supercritical flow induces standing waves which significantly influence the flow field close to the wall. This paper analyses the flow in the converging stepped spillway, using two scale-models with different step heights and convergence angles. Results show that the height and the width of the standing wave increase with the increase of the convergence angle. Air concentration decreases while the air-water mixture velocity and residual energy head increase in the vicinity of the converging wall and gradually attain the values for the undisturbed flow outside the standing wave. Compared to the prismatic chutes of equal upstream width, converging spillways are less efficient energy dissipators. Equations for predicting the maximum flow depth and the width-averaged residual energy are proposed.
Кључне речи:
Converging walls / residual energy / scale-model / standing wave / stepped spillway
Извор:
Journal of Hydraulic Research, 2016, 54, 6, 699-707
Издавач:
  • Taylor and Francis Ltd.
Финансирање / пројекти:
  • Оцена утицаја климатских промена на водне ресурсе Србије (RS-37005)
  • Мерење и моделирање физичких, хемијских, биолошких и морфодинамичких параметара река и водних акумулација (RS-37009)
  • Системи за одвођење кишних вода као део урбане и саобраћајне инфраструктуре (RS-37010)
  • Методологија оцене, пројектовања и одржавања изворишта подземних вода у алувијалним срединама у зависности од степена аеробности (RS-37014)

DOI: 10.1080/00221686.2016.1196754

ISSN: 0022-1686

WoS: 000386438300008

Scopus: 2-s2.0-84976299743
[ Google Scholar ]
5
4
URI
https://grafar.grf.bg.ac.rs/handle/123456789/779
Колекције
  • Radovi istraživača / Researcher's publications
  • Катедра за хидротехнику и водно-еколошко инжењерство
  • Катедра за материјале и конструкције
Институција/група
GraFar
TY  - JOUR
AU  - Zindović, Budo
AU  - Vojt, Predrag
AU  - Kapor, Radomir
AU  - Savić, Ljubodrag
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/779
AB  - Wall deflection in supercritical flow induces standing waves which significantly influence the flow field close to the wall. This paper analyses the flow in the converging stepped spillway, using two scale-models with different step heights and convergence angles. Results show that the height and the width of the standing wave increase with the increase of the convergence angle. Air concentration decreases while the air-water mixture velocity and residual energy head increase in the vicinity of the converging wall and gradually attain the values for the undisturbed flow outside the standing wave. Compared to the prismatic chutes of equal upstream width, converging spillways are less efficient energy dissipators. Equations for predicting the maximum flow depth and the width-averaged residual energy are proposed.
PB  - Taylor and Francis Ltd.
T2  - Journal of Hydraulic Research
T1  - Converging stepped spillway flow
EP  - 707
IS  - 6
SP  - 699
VL  - 54
DO  - 10.1080/00221686.2016.1196754
UR  - conv_1838
ER  - 
@article{
author = "Zindović, Budo and Vojt, Predrag and Kapor, Radomir and Savić, Ljubodrag",
year = "2016",
abstract = "Wall deflection in supercritical flow induces standing waves which significantly influence the flow field close to the wall. This paper analyses the flow in the converging stepped spillway, using two scale-models with different step heights and convergence angles. Results show that the height and the width of the standing wave increase with the increase of the convergence angle. Air concentration decreases while the air-water mixture velocity and residual energy head increase in the vicinity of the converging wall and gradually attain the values for the undisturbed flow outside the standing wave. Compared to the prismatic chutes of equal upstream width, converging spillways are less efficient energy dissipators. Equations for predicting the maximum flow depth and the width-averaged residual energy are proposed.",
publisher = "Taylor and Francis Ltd.",
journal = "Journal of Hydraulic Research",
title = "Converging stepped spillway flow",
pages = "707-699",
number = "6",
volume = "54",
doi = "10.1080/00221686.2016.1196754",
url = "conv_1838"
}
Zindović, B., Vojt, P., Kapor, R.,& Savić, L.. (2016). Converging stepped spillway flow. in Journal of Hydraulic Research
Taylor and Francis Ltd.., 54(6), 699-707.
https://doi.org/10.1080/00221686.2016.1196754
conv_1838
Zindović B, Vojt P, Kapor R, Savić L. Converging stepped spillway flow. in Journal of Hydraulic Research. 2016;54(6):699-707.
doi:10.1080/00221686.2016.1196754
conv_1838 .
Zindović, Budo, Vojt, Predrag, Kapor, Radomir, Savić, Ljubodrag, "Converging stepped spillway flow" in Journal of Hydraulic Research, 54, no. 6 (2016):699-707,
https://doi.org/10.1080/00221686.2016.1196754 .,
conv_1838 .

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