Abstract
Various methods exist to stabilize asymmetric hydraulic jumps occurring in suddenly expanding channels. In this study, the effects of the interaction of multiple submerged counter flow jets are investigated experimentally in terms of the hydrodynamic characteristics of the flow resulting in the tailwater channel. To this aim, three-dimensional flow velocities downstream of the jet system were measured for different configurations of the device. The stability in the performance of the dissipation system under variable tailwater conditions was analyzed in terms of flow velocity distribution, turbulent kinetic energy, turbulence intensity and Reynolds shear stresses. The results reveal the good performance of the investigated system in preventing the phenomena of flow instability associated with suddenly expanding channels.
Similar content being viewed by others
References
Chanson, H. (ed.): Energy dissipation in hydraulic structures. CRC Press, Boca Raton (2015)
Koziol, A., Urbanski, J., Kiczko, A., Krukowski, M., Siwicki, P.: Turbulent intensity and scales of turbulence after hydraulic jump in rectangular channel. Ann. Warsaw Univ. Life Sci. SGGW Land Reclam. 48(2), 99–109 (2016). https://doi.org/10.1515/sggw-2016-0008
Liu, M., Rajaratnam, N., Zhu, D.Z.: Turbulence structure of hydraulic jumps of low Froude numbers. J. Hydraul. Eng. 130(6), 511–520 (2004). https://doi.org/10.1061/(ASCE)0733-9429(2004)130:6(511)
Imai, S., Nakagawa, T.: On transverse variation of velocity and bed shear stress in hydraulic jumps in a rectangular open channel. Acta Mech. 93(1), 191–203 (1992). https://doi.org/10.1007/BF01182584
Mignot, E., Cienfuegos, R.: Energy dissipation and turbulent production in weak hydraulic jumps. J. Hydraul. Eng. 136(2), 116–121 (2010). https://doi.org/10.1061/(ASCE)HY.1943-7900.0000124
Habibzadeh, A., Loewen, M.R., Rajaratnam, N.: Turbulence measurements in submerged hydraulic jumps with baffle blocks. Can. J. Civil Eng. 43(6), 553–561 (2016). https://doi.org/10.1139/cjce-2015-0480
Dey, S., Ravi Kishore, G., Castro-Orgaz, O., Ali, S.Z.: Hydrodynamics of submerged turbulent plane offset jets. Phys. Fluids 29(6), 065112 (2017). https://doi.org/10.1063/1.4989559
Jesudhas, V., Balachandar, R., Bolisetti, T.: Numerical study of a symmetric submerged spatial hydraulic jump. J. Hydraul. Res. 58(2), 335–349 (2020). https://doi.org/10.1080/00221686.2019.1581668
Wei, M., Chiew, Y.M., Emadzadeh, A.: Flow patterns and turbulent kinetic energy budget of undular jumps in a narrow flume. J. Hydraul. Eng. 146(9), 04020060 (2020). https://doi.org/10.1061/(ASCE)HY.1943-7900.0001788
Peterka, A.J.: Hydraulic design of stilling basins and energy dissipators. United States Department of the Interior, Bureau of Reclamation (1974)
Hager, W.H.: Energy dissipators and hydraulic jump. Kluwer Academic, Dordrecht, Netherlands (1992)
Thompson, P.L., Kilgore, R.T.: Hydraulic design of energy dissipators for culverts and channels: hydraulic engineering circular number 14 (No. FHWA-NHI-06–086). National Highway Institute (US) (2006)
France, P.W.: An investigation of a jet-assisted hydraulic jump. J. Hydraul. Res. 19(4), 325–333 (1981). https://doi.org/10.1080/00221688109499507
Hager, W.H.: Countercurrent jet device. J. Hydraul. Eng. 120(4), 504–517 (1994). https://doi.org/10.1061/(ASCE)0733-9429(1994)120:4(504)
Deng, J., Xu, W., Zhang, J., Qu, J., Yang, Y.: A new type of plunge pool - Multi-horizontal submerged jets. Sci. China Ser. E Technol. Sci. 51(12), 2128–2141 (2008)
Varol, F., Cevik, E., & Yuksel, Y.: The effect of water jet on the hydraulic jump. In: Thirteenth International Water Technology Conference, IWTC, Vol. 13, pp. 895–910 (2009)
Chen, J.G., Zhang, J.M., Xu, W.L., Wang, Y.R.: Numerical simulation of the energy dissipation characteristics in stilling basin of multi-horizontal submerged jets. J. Hydrodyn. 22(5), 732–741 (2010). https://doi.org/10.1016/S1001-6058(09)60110-4
Chen, J.G., Zhang, J.M., Xu, W.L., Li, S., He, X.L.: Particle image velocimetry measurements of vortex structures in stilling basin of multi-horizontal submerged jets. J. Hydrodyn. 25(4), 556–563 (2013). https://doi.org/10.1016/S1001-6058(11)60396-0
Chen, J.G., Zhang, J.M., Xu, W.L., Peng, Y.: Characteristics of the velocity distribution in a hydraulic jump stilling basin with five parallel offset jets in a twin-layer configuration. J. Hydraul. Eng. 140(2), 208–217 (2014). https://doi.org/10.1061/(ASCE)HY.1943-7900.0000817
Alghwail, A.D.A., Stevović, S., Abourohiem, M.A.: Dissipation of mechanical energy over spillway through counter flow. Građevinar 70(5), 377–391 (2018). https://doi.org/10.14256/JCE.1691.2016
Helal, E., Abdelhaleem, F.S., Elshenawy, W.A.: Numerical assessment of the performance of bed water jets in submerged hydraulic jumps. J. Irrig. Drain. Eng. 146(7), 04020014 (2020). https://doi.org/10.1061/(ASCE)IR.1943-4774.0001475
Sharoonizadeh, S., Ahadiyan, J., Scorzini, A.R., Di Bacco, M., Sajjadi, M., Moghadam, M.F.: Experimental analysis on the use of counterflow jets as a system for the stabilization of the spatial hydraulic jump. Water 13(18), 2572 (2021). https://doi.org/10.3390/w13182572
Wang, L., Li, Z., Diao, M.J.: Hydraulic characteristics of countercurrent jets on adverse-sloped beds. Water Supply (2021). https://doi.org/10.2166/ws.2021.308
Noseda, G.: An instability phenomenon of hydraulic jump in enlarging supercritical flow. L’Energia Elettrica 41(4), 249–254 (1964)
Rajaratnam, N., Subramanya, K.: Hydraulic jumps below abrupt symmetrical expansions. J. Hydraul. Div. 94(2), 481–503 (1968)
Herbrand, K.: The spatial hydraulic jump. J. Hydraul. Res. 11(3), 205–218 (1973)
Ohtsu, I., Yasuda, Y., Ishikawa, M.: Submerged hydraulic jumps below abrupt expansions. J. Hydraul. Eng. 125(5), 492–499 (1999). https://doi.org/10.1061/(ASCE)0733-9429(1999)125:5(492)
Graber, S.D.: Asymmetric flow in symmetric supercritical expansions. J. Hydraul. Eng. 132(2), 207–213 (2006). https://doi.org/10.1061/(ASCE)0733-9429(2006)132:2(207)
Scorzini, A.R., Di Bacco, M., Leopardi, M.: Experimental investigation on a system of crossbeams as energy dissipator in abruptly expanding channels. J. Hydraul. Eng. 142(2), 06015018 (2016). https://doi.org/10.1061/(ASCE)HY.1943-7900.0001088
Hajialigol, S., Ahadiyan, J., Sajjadi, M., Scorzini, A.R., Di Bacco, M., Shafai Bejestan, M.: Cross-beam dissipators in abruptly expanding channels: experimental analysis of flow patterns. J. Irrig. Drain. Eng. 147(11), 06021012 (2021)
Pope, S.B.: Turbulent flows. Cambridge University Press, Cambridge (2000)
White, F.M., Majdalani, J.: Viscous fluid flow, vol. 3, pp. 433–434. McGraw-Hill, New York (2006)
Rodi, W.: Turbulence models and their application in hydraulics: a state-of-the-art review. Routledge, London (2017)
Reynolds, O.: On the dynamical theory of incompressible viscous fluids and the determination of the criterion. Philos. Trans. R. Soc. Lond. 186, 123–164 (1895)
Velasco, D., Bateman, A., Redondo, J.M., DeMedina, V.: An open channel flow experimental and theoretical study of resistance and turbulent characterization over flexible vegetated linings. Flow Turbul. Combust. 70(1), 69–88 (2003)
Afzalimehr, H., Moghbel, R., Gallichand, J., Jueyi, S.U.I.: Investigation of turbulence characteristics in channel with dense vegetation. Int. J. Sediment Res. 26(3), 269–282 (2011). https://doi.org/10.1016/S1001-6279(11)60093-0
Macdonald, R.G., Alexander, J., Bacon, J.C., Cooker, M.J.: Flow patterns, sedimentation and deposit architecture under a hydraulic jump on a non-eroding bed: defining hydraulic-jump unit bars. Sedimentology 56(5), 1346–1367 (2009)
Acknowledgements
We are grateful to the Research Council of Shahid Chamran University of Ahvaz for financial support (GN: 1399)
Funding
This work was partially funded by the Research Council of Shahid Chamran University of Ahvaz (GN: 1399).
Author information
Authors and Affiliations
Contributions
Conceptualization, J.A., M.S., and A.R.S.; methodology, J.A., M.S., A.R.S., and M.D.B.; Experimental measurements and data curation, S.S.; formal analysis, J.A., A.R.S., and M.D.B.; investigation, J.A., M.S., A.R.S., and M.D.B.; resources, M.F.M.; writing—original draft preparation, S.S. J.A., and A.R.S.; writing—review and editing, J.A., A.R.S., and M.D.B.; visualization, J.A., and A.R.S.; supervision, J.A., M.S., and M.F.M.M.D.B., All authors have read and agreed to the published version of the manuscript.
Corresponding author
Ethics declarations
Conflict of interest
The authors have no competing interests to declare that are relevant to the content of this article.
Ethical approval
This article does not contain any studies with human participants or animals performed by any of the authors.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Electronic supplementary material
Below is the link to the electronic supplementary material.
Appendix
Appendix
1.1 Selection of the appropriate duration of velocity measurements
In a first phase of the experimental campaign, a number of preliminary runs lasting more than 30 s were performed to determine the appropriate duration of the measurements which ensured the convergence of velocity data.
In particular, in order to select the most efficient length of the time window, a sensitivity analysis was carried out on a time series of 75 s. To analyze the convergence of the second order turbulence statistics, the standard deviation \({(\sigma }_{v})\) of the signal (strongly correlated with the majority of the considered turbulence indicators) was calculated according to Equation A1 for all the possible subsamples on time windows of 5, 10, 15, 20, 30, 40 and 50 s in the series:
where vi is the ith velocity sample, \(\overline{v }\) is the average velocity and N is the number of values sampled in that time window.
This allowed to compute the standard deviation of the corresponding \({\sigma }_{vi}\), as follows:
where \({\sigma }_{vi}\) is the standard deviation computed for the ith subsample, \(\tilde{\sigma }\) is the average value of the \({\sigma }_{vi}\) and Nw is the number of subsamples with the given duration.
An example of the typical observed result is shown in Fig.
10, which reports \({\sigma }_{\sigma }\) values observed for different sampling durations of an experimental time series. Such results, indicating no significant reduction of the variance for higher durations of the signal, suggested 30 s as the most efficient sampling time to be considered for the experiments.
1.2 Selection of the spatial resolution of velocity measurements in the transversal direction
To support the selection of the spatial resolution of the measurement in the transversal direction, a sensitivity analysis was performed by comparing the point velocities detected with two different measurement spacings (0.05 and 0.1 m). As an example (for Configuration 2, under maximum tailwater condition (hS), cross section x = 1 m, height z = 0.02 m), Fig.
11 shows the average velocity values (u, v and w) measured by adopting a resolution of 0.05 m and the ones obtained by interpolating the 0.10 m resolution data. The results indicated relative differences up to about 5%, which were considered acceptable for the main aim of the study, i.e., on gaining more insights on the dissipative performance of the tested device.
Rights and permissions
About this article
Cite this article
Sharoonizadeh, S., Ahadiyan, J., Scorzini, A.R. et al. Turbulence characteristics of the flow resulting from the hydrodynamic interaction of multiple counter flow jets in expanding channels. Acta Mech 233, 3867–3880 (2022). https://doi.org/10.1007/s00707-022-03250-2
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00707-022-03250-2