CLC number: TV131.3
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2017-09-07
Cited: 0
Clicked: 4122
Citations: Bibtex RefMan EndNote GB/T7714
Jun-ning Li, Jian-min Zhang, Yong Peng. Characterization of the mean velocity of a circular jet in a bounded basin[J]. Journal of Zhejiang University Science A, 2017, 18(10): 807-818.
@article{title="Characterization of the mean velocity of a circular jet in a bounded basin",
author="Jun-ning Li, Jian-min Zhang, Yong Peng",
journal="Journal of Zhejiang University Science A",
volume="18",
number="10",
pages="807-818",
year="2017",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1600761"
}
%0 Journal Article
%T Characterization of the mean velocity of a circular jet in a bounded basin
%A Jun-ning Li
%A Jian-min Zhang
%A Yong Peng
%J Journal of Zhejiang University SCIENCE A
%V 18
%N 10
%P 807-818
%@ 1673-565X
%D 2017
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1600761
TY - JOUR
T1 - Characterization of the mean velocity of a circular jet in a bounded basin
A1 - Jun-ning Li
A1 - Jian-min Zhang
A1 - Yong Peng
J0 - Journal of Zhejiang University Science A
VL - 18
IS - 10
SP - 807
EP - 818
%@ 1673-565X
Y1 - 2017
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1600761
Abstract: A circular jet has broad and important applications in practical engineering. Most research in this area has focused on a free jet, a wall jet or a vertical jet in a bounded domain. In this study, the mean velocities of circular offset jets were studied for four jet exit Froude numbers (Fr), three offset heights (S) (S/d=1, 2, 3) and three submergence ratios (ht/S) (surface jet, mixed jet, and submerged jet) in a bounded basin. Based on the results, we propose a velocity decay formula for a circular jet. The lateral velocity spread was more consistent with Gaussian and Cauchy–Lorentz distributions than the vertical velocity. Moreover, Fr had little effect on the decay of the mean velocity for a circular jet when Re>1×104. The lateral and vertical spreads showed a quadratic relationship with the streamwise distance for different values of Fr at X/d<10. The positions of maximum mean velocity decay were independent of Fr and S/d when X/d<10. The spread rate was more uniform in the lateral direction than that in the vertical direction in a certain region for different S/d and ht/S. Therefore, the decay, spread, and maximum velocity position of the mean velocity for a circular offset jet can remain stable under different values of Fr, offset height, and submergence ratio.
[1]Agelin-Chaab, M., Tachie, M.F., 2011a. Characteristics and structure of turbulent 3D offset jets. International Journal of Heat and Fluid Flow, 32(3):608-620.
[2]Agelin-Chaab, M., Tachie, M.F., 2011b. Characteristics of turbulent three-dimensional offset jets. Journal of Fluids Engineering, 133(5):051203.
[3]Camino, G.A., Zhu, D.Z., Rajaratnam, N., 2012. Jet diffusion inside a confined chamber. Journal of Hydraulic Research, 50(1):121-128.
[4]Chen, J.G., Zhang, J.M., Xu, W.L., et al., 2010a. Numerical simulation of the energy dissipation characteristics in stilling basin of multi-horizontal submerged jets. Journal of Hydrodynamics, Ser. B, 22(5):732-741.
[5]Chen, J.G., Zhang, J.M., Xu, W.L., et al., 2010b. Scale effects of air-water flows in stilling basin of multi-horizontal submerged jets. Journal of Hydrodynamics, Ser. B, 22(6):788-795.
[6]Davis, M.R., Winarto, H., 1980. Jet diffusion from a circular nozzle above a solid plane. Journal of Fluid Mechanics, 101(1):201-221.
[7]Ferreri, G.B., Nasello, C., 2002. Hydraulic jumps at drop and abrupt enlargement in rectangular channel. Journal of Hydraulic Research, 40(4):491-505.
[8]Guo, Y.K., 2014. Numerical simulation of the spreading of aerated and nonaerated turbulent water jet in a tank with finite water depth. Journal of Hydraulic Engineering, 140(8):64-70. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000903
[9]Hager, W.H., 1985. Hydraulic jump in non-prismatic rectangular channels. Journal of Hydraulic Research, 23(1):21-35.
[10]Huai, W.X., Li, W., 2001. Prediction of characteristics for vertical round negative buoyant jets in homogenous ambient. Journal of Hydrodynamics, Ser. B, 13(1):103-110.
[11]Katakam, V., Rama, P., 1998. Spatial B-jump at channel enlargements with abrupt drop. Journal of Hydraulic Engineering, 124(6):643-646. https://doi.org/10.1061/(asce)0733-9429(1998)124:6(643)
[12]Kumar, A., 2015. Mean flow characteristics of a turbulent dual jet consisting of a plane wall jet and a parallel offset jet. Computers and Fluids, 114:48-65.
[13]Law, A.W.K., Herlina, 2002. An experimental study on turbulent circular wall jets. Journal of Hydraulic Engineering, 128(2):161-174. https://doi.org/10.1061/(asce)0733-9429(2002)128:2(161)
[14]Mi, J.C., Zheng, C.G., 1989. Time-averaged characters in the jets of rectangular pipe nozzles. Journal of Changsha Normal University of Water Resources and Electric Power, 4(6):107-111 (in Chinese).
[15]Mi, J.C., Zheng, C.G., 1990. Factors influencing turbulent rectangular jets. Aerodynamic Experiment and Measurement & Control, 4(3):19-22 (in Chinese).
[16]Mohammadaliha, N., Afshin, H., Farahanieh, B., 2016. Numerical investigation of nozzle geometry effect on turbulent 3-D water offset jet flows. Journal of Applied Fluid Mechanics, 9(4):2083-2095.
[17]Nyantekyi-Kwakye, B., Clark, S.P., Tachie, M.F., et al., 2015. Flow characteristics within the recirculation region of three-dimensional turbulent offset jet. Journal of Hydraulic Research, 53(2):230-242.
[18]Ohtsu, I., Yasuda, Y., Ishikawa, M., 1999. Submerges hydraulic jump below abrupt expansion. Journal of Hydraulic Engineering, 125(5):492-499. https://doi.org/10.1061/(asce)0733-9429(1999)125:5(492)
[19]Raiford, J.P., Khan, A.A., 2009. Investigation of circular jets in shallow water. Journal of Hydraulic Research, 47(5):611-618.
[20]Tachie, M.F., Balachander, R., Bergstrom, D.J., 2004. Roughness effects on turbulent plane wall jets in an open channel. Experiments in Fluids, 37(2):281-292.
[21]Zare, H.K., Baddour, R.E., 2007. Three-dimensional study of spatial submerged hydraulic jump. Canadian Journal of Civil Engineering, 34(9):1140-1148.
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