Abstract

In chute spillways, self-aeration occurs downstream of the inception point, where the turbulent boundary layer edge approaches the free surface, if they are long enough. Downstream of the inception point, a layer containing an air–water mixture extends gradually through the flow with the bulking effect. Flow bulking is essential in terms of sidewall freeboard design. In addition, the introduction of enough air quantity near the solid boundaries prevents cavitation damage. In the present work, a 2D numerical model was developed for the prediction of self-aeration and air concentration profiles across the depth and the free-surface location, together with flow bulking along the smooth chutes. The developed model deals with the solution of the one-way direction parabolic equations of mixture continuity, air mass, and air–water mixture momentum conservation. These equations are solved accompanied by the dynamic equation for the free surface, utilizing the marching technique and Prandtl’s mixing length turbulent model. The experimental data obtained by prototype measurements and laboratory tests were used to assess the accuracy of the numerical model. The relevant results were compared in terms of the induced inception point of the boundary layer development, air concentration profiles within self-entrained flows, and the consequent bulking of the flow. The capability of the numerical model for practical purposes is signified in accordance with the fairly accurate obtained results, shedding light on new horizons for further research.

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Data Availability Statement

The code generated and used during the present study is available in a repository online (https://github.com/Jalili47/ChuteAer) in accordance with funder data retention policies.

Acknowledgments

The third author would like to acknowledge the Iranian National Elites Foundation for financial support (Grant INEF-AUT 20/142/2017).

References

Amador, A., M. Sánchez-Juny, and J. Dolz. 2009. “Developing flow region and pressure fluctuations on steeply sloping stepped spillways.” J. Hydraul. Eng. 135 (12): 1092–1100. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000118.
André, S., B. Dewals, M. Pirotton, and A. Schleiss. 2003. “Quasi 2D-numerical model of aerated flow over stepped chutes.” In Proc., 30th IAHR Congress, 671–678. Hague, Netherlands: International Association for Hydro-Environment Engineering and Research.
Bauer, W. J. 1954. “Turbulent boundary layer on steep slopes.” Trans. Am. Soc. Civ. Eng. 119 (1): 1212–1233. https://doi.org/10.1061/TACEAT.0006971.
Beattie, D. R. H. 1972. “Two-phase flow structure and mixing length theory.” Nucl. Eng. Des. 21 (1): 46–64. https://doi.org/10.1016/0029-5493(72)90085-4.
Boes, R. M., and W. H. Hager. 2003. “Two-phase flow characteristics of stepped spillways.” J. Hydraul. Eng. 129 (9): 661–670. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:9(661).
Borges, J. E., N. H. C. Pereira, J. Matos, and K. H. Frizell. 2010. “Performance of a combined three-hole conductivity probe for void fraction and velocity measurement in air–water flows.” Exp. Fluids 48 (1): 17–31. https://doi.org/10.1007/s00348-009-0699-1.
Bung, D. B. 2010. “A comparative study of self-aerated stepped spillway and smooth invert chute flow: The effect of step-induced macro-roughness.” In Proc., Chinese-German Joint Symp. on Hydraulic and Ocean Engineering, 451–456. Stuttgart, Germany: Eigenverlag.
Bung, D. B. 2013. “Non-intrusive detection of air–water surface roughness in self-aerated chute flows.” J. Hydraul. Res. 51 (3): 322–329. https://doi.org/10.1080/00221686.2013.777373.
Cain, P. 1978. Measurements within self-aerated flow on a large spillway. Christchurch, New Zealand: Univ. of Canterbury.
Cain, P., and I. R. Wood. 1981. “Measurements of self-aerated flow on spillways.” J. Hydraul. Div. 107 (11): 1425–1444. https://doi.org/10.1061/JYCEAJ.0005761.
Campbell, F. B., R. G. Cox, and M. B. Boyd. 1965. “Boundary layer development and spillway energy loss.” J. Hydraul. Div. 91 (3): 149–163. https://doi.org/10.1061/JYCEAJ.0001235.
Casulli, V., and R. A. Walters. 2000. “An unstructured grid, three-dimensional model based on the shallow water equations.” Int. J. Numer. Methods Fluids 32 (3): 331–348. https://doi.org/10.1002/(SICI)1097-0363(20000215)32:3%3C331::AID-FLD941%3E3.0.CO;2-C.
Chanson, H. 1993. “Self-aerated flows on chutes and spillways.” J. Hydraul. Eng. 119 (2): 220–243. https://doi.org/10.1061/(ASCE)0733-9429(1993)119:2(220).
Chanson, H. 1994. “Closure to ‘self-aerated flows on chutes and spillways’ by h. Chanson (February 1993, vol. 119, no. 2).” J. Hydraul. Eng. 120 (6): 779–782. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:6(779).
Chanson, H. 1996. Air bubble entrainment in free surface turbulent shear flows. New York: Academic Press.
Chanson, H. 1997. “Air bubble entrainment in open channels: Flow structure and bubble size distributions.” Int. J. Multiphase Flow 23 (1): 193–203. https://doi.org/10.1016/S0301-9322(96)00063-8.
Chanson, H. 2009. “Turbulent air–water flows in hydraulic structures: Dynamic similarity and scale effects.” Environ. Fluid Mech. 9 (2): 125–142. https://doi.org/10.1007/s10652-008-9078-3.
Chanson, H. 2013a. “Advective diffusion of air bubbles in turbulent water flows.” In Fluid mechanics of environmental interfaces, edited by C. D. GualtieriMihailovic and D. Mihailovic. Leiden, Netherlands: Taylor & Francis.
Chanson, H. 2013b. “Hydraulics of aerated flows: Qui pro quo?” J. Hydraul. Res. 51 (3): 223–243. https://doi.org/10.1080/00221686.2013.795917.
Chanson, H., and L. Toombes. 2001. “Strong interactions between free-surface aeration and turbulence down a staircase channel.” In Proc., 14th Australasian Fluid Mechanics Conf., 10–14. Adelaide, Australia: Adelaide Univ.
Czernuszenko, W., and A. A. Rylov. 2000. “A generalisation of Prandtl’s model for 3D open channel flows.” J. Hydraul. Res. 38 (2): 133–139. https://doi.org/10.1080/00221680009498348.
Dong, Z., J. Wang, D. F. Vetsch, R. M. Boes, and G. Tan. 2019. “Numerical simulation of air–water two-phase flow on stepped spillways behind x-shaped flaring gate piers under very high unit discharge.” Water 11 (10): 1956. https://doi.org/10.3390/w11101956.
Elghobashi, S., T. Abou-Arab, M. Rizk, and A. Mostafa. 1984. “Prediction of the particle-laden jet with a two-equation turbulence model.” Int. J. Multiphase Flow 10 (6): 697–710. https://doi.org/10.1016/0301-9322(84)90006-5.
Falvey, H. T. 1980. Air-water flow in hydraulic structures, engineering monograph no. 41. Washington, DC: US Department of the Interior.
Falvey, H. T. 1990. Cavitation in chutes and spillways, engineering monograph no. 42. Washington, DC: US Department of the Interior.
Felder, S., and H. Chanson. 2017. “Scale effects in microscopic air-water flow properties in high-velocity free-surface flows.” Exp. Therm. Fluid Sci. 83 (4): 19–36. https://doi.org/10.1016/j.expthermflusci.2016.12.009.
Felder, S., and M. Pfister. 2017. “Comparative analyses of phase-detective intrusive probes in high-velocity air–water flows.” Int. J. Multiphase Flow 90 (Dec): 88–101. https://doi.org/10.1016/j.ijmultiphaseflow.2016.12.009.
Gross, E. S., V. Casulli, L. Bonaventura, and J. R. Koseff. 1998. “A semi-implicit method for vertical transport in multidimensional models.” Int. J. Numer. Methods Fluids 28 (1): 157–186. https://doi.org/10.1002/(SICI)1097-0363(19980715)28:1%3C157::AID-FLD144%3E3.0.CO;2-U.
Haberman, W. L., and R. K. Morton. 1956. “An experimental study of bubbles moving in liquids.” Trans. Am. Soc. Civ. Eng. 121 (1): 227–250. https://doi.org/10.1061/TACEAT.0007317.
Hager, W. H. 1991. “Uniform aerated chute flow.” J. Hydraul. Eng. 117 (4): 528–533. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:4(528).
Heller, V. 2011. “Scale effects in physical hydraulic engineering models.” J. Hydraul. Res. 49 (3): 293–306. https://doi.org/10.1080/00221686.2011.578914.
Hirt, C. W. 2016. Dynamic droplet sizes for drift fluxes. Santa Fe, NM: Flow Science, Inc.
Hohermuth, B., L. Schmocker, R. M. Boes, and D. F. Vetsch. 2021. “Numerical simulation of air entrainment in uniform chute flow.” J. Hydraul. Res. 59 (3): 378–391. https://doi.org/10.1080/00221686.2020.1780492.
Hooping, P. N., and J. A. Hoopes. 1988. “Development of a numerical model to predict the behavior of air-water mixture in open channels.” In Proc., Model-Prototype Correlation of Hydraulic Structures: Proceedings of the Int. Symp. Reston, VA: ASCE.
Jalili Ghazizadeh, M. 2003. “Experimental investigation and development of a mathematical model for analysis of air-water flow on chute spillways.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology.
Jalili Ghazizadeh, M., and A. R. Zarrati. 2004. “Development and calibration of a resistivity probe for measurement of air concentration and bubble count in high-speed air-water flows.” Scientia Iranica 11 (4): 312–319.
Jha, S. K., and F. A. Bombardelli. 2010. “Toward two-phase flow modeling of nondilute sediment transport in open channels.” J. Geophys. Res. 115 (3): F03015.
Jones, W. P. 1979. Models for turbulent flows with variable density and combustion. Sint-Genesius-Rode, Belgium: Von-Karman Institute for Fluid Dynamics.
Jones, W. P., and J. J. McGuirk. 1979. Mathematical modelling of gas-turbine combustion chambers AGARD-CP-275. Brussels, Belgium: North Atlantic Treaty Organization.
Keller, R. J. 1972. Field measurement of self-aerated high speed open channel flow. Christchurch, New Zealand: Univ. of Canterbury.
Kramer, K., and W. H. Hager. 2005. “Air transport in chute flows.” Int. J. Multiphase Flow 31 (10): 1181–1197. https://doi.org/10.1016/j.ijmultiphaseflow.2005.06.006.
Kramer, M., B. Hohermuth, D. Valero, and S. Felder. 2020. “Best practices for velocity estimations in highly aerated flows with dual-tip phase-detection probes.” Int. J. Multiphase Flow 126 (4): 103228. https://doi.org/10.1016/j.ijmultiphaseflow.2020.103228.
Launder, B. E., and D. B. Spalding. 1974. “The numerical computation of turbulent flows.” Comput. Methods Appl. Mech. Eng. 3 (2): 269–289. https://doi.org/10.1016/0045-7825(74)90029-2.
Lopes, P., J. Leandro, and R. F. Carvalho. 2017. “Self-aeration modelling using a sub-grid volume-of-fluid model.” Int. J. Nonlinear Sci. Numer. Simul. 18 (7–8): 559–574. https://doi.org/10.1515/ijnsns-2017-0015.
Ma, J., A. A. Oberai, D. A. Drew, R. T. Lahey, and M. C. Hyman. 2011. “A comprehensive sub-grid air entrainment model for rans modeling of free-surface bubbly flows.” J. Comput. Multiphase Flows 3 (1): 41–56. https://doi.org/10.1260/1757-482X.3.1.41.
Marofi, N., M. R. Jalili Ghazizadeh, and J. Attari. 2012. “Numerical simulation of self aeration on a chute spillway.” In Proc., 4th IAHR Int. Symp. on Hydraulic Structures. Lisbon, Portugal: Associação Portuguesa dos Recursos Hídricos.
Matos, J., Y. Yasuda, and H. Chanson. 2001. “Interaction between free-surface aeration and cavity recirculation in skimming flows down stepped chutes.” In Proc., 29th IAHR Congress, 611–617. Beijing: Tsinghua University Press.
Meireles, I., and J. Matos. 2009. “Skimming flow in the nonaerated region of stepped spillways over embankment dams.” J. Hydraul. Eng. 135 (8): 685–689. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000047.
Meireles, I., F. Renna, J. Matos, and F. Bombardelli. 2012. “Skimming, nonaerated flow on stepped spillways over roller compacted concrete dams.” J. Hydraul. Eng. 138 (10): 870–877. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000591.
Morovvat, M., A. R. Zarrati, and M. R. Jalili Ghazizadeh. 2021. “A study on the accuracy of finite volume numerical models with non-rectangular mesh.” Scientia Iranica 28 (4): 1963–1972. https://doi.org/10.24200/SCI.2021.52017.2484.
Namin, M. M., B. Lin, and R. A. Falconer. 2001. “An implicit numerical algorithm for solving non-hydrostatic free-surface flow problems.” Int. J. Numer. Methods Fluids 35 (3): 341–356. https://doi.org/10.1002/1097-0363(20010215)35:3%3C341::AID-FLD96%3E3.0.CO;2-R.
Nezu, I., and H. Nakagawa. 1993. Turbulence in open-channel flows. Rotterdam, Netherlands: Balkema.
Ostad Mirza, M. J., J. Matos, M. Pfister, and A. J. Schleiss. 2016. “The effect of an abrupt slope change on air entrainment and flow depths at stepped spillways.” J. Hydraul. Res. 55 (3): 362–375. https://doi.org/10.1080/00221686.2016.1255263.
Ostad Mirza, M. J., J. Matos, M. Pfister, A. J. Schleiss, and A. R. Zarrati. 2018. “Effect of flow rate on skimming flow properties over an abrupt slope change on a stepped spillway.” In Proc., E-proceedings of the 5th IAHR Europe Congress, 367–368. Trento, Italy: IAHR.
Patankar, S. V. 1980. Numerical heat transfer and fluid flow. Boca Raton, FL: CRC Press.
Patankar, S. V., and D. B. Spalding. 1972. “A calculation procedure for heat, mass and momentum transfer in three-dimensional parabolic flows.” Int. J. Heat Mass Transfer 15 (10): 1787–1806. https://doi.org/10.1016/0017-9310(72)90054-3.
Pfister, M., and W. H. Hager. 2011. “Self-entrainment of air on stepped spillways.” Int. J. Multiphase Flow 37 (2): 99–107. https://doi.org/10.1016/j.ijmultiphaseflow.2010.10.007.
Rao, N. S. L., and T. Gangadharaiah. 1971. “Self-aerated flow characteristics in wall region.” J. Hydraul. Div. 97 (9): 1285–1303. https://doi.org/10.1061/JYCEAJ.0003062.
Rao, N. S. L., and H. E. Kobus. 1971. “Characteristics of self-aerated free-surface flows.” In Water and wastewater/current research and practice. Berlin: Eric Schmidt Verlag.
Reynolds, O. 1895. “Iv. On the dynamical theory of incompressible viscous fluids and the determination of the criterion.” Philos. Trans. R. Soc. London, Ser. A 186 (Apr): 123–164. https://doi.org/10.1098/rsta.1895.0004.
Sabbagh-Yazdi, S.-R., H. Rezaei-Manizani, and N. Mastorakis. 2008. “Effects of bottom aerator and self-aeration in steep chute spillway on cell center finite volume solution of depth-averaged flow.” Int. J. Math. Models Methods Appl. Sci. 2 (2): 154–161.
Schlichting, H. 1979. Boundary layer theory. New York: McGraw-Hill.
Soo, S. L. 1967. Fluid dynamics of multiphase systems. New York: McGraw-Hill.
Stansby, P. K., and J. G. Zhou. 1998. “Shallow-water flow solver with non-hydrostatic pressure: 2D vertical plane problems.” Int. J. Numer. Methods Fluids 28 (3): 541–563. https://doi.org/10.1002/(SICI)1097-0363(19980915)28:3%3C541::AID-FLD738%3E3.0.CO;2-0.
Straub, L. G., and A. G. Anderson. 1958. “Experiments on self-aerated flow in open channels.” J. Hydraul. Div. 84 (7): 1–35. https://doi.org/10.1061/JYCEAJ.0000261.
Tekeli, S., and W. H. C. Maxwell. 1978. Behaviour of air bubble screens. Urbana, IL: Univ. of Illinois.
Towne, A., and T. Colonius. 2015. “One-way spatial integration of hyperbolic equations.” J. Comput. Phys. 300 (Aug): 844–861. https://doi.org/10.1016/j.jcp.2015.08.015.
Valero, D., and D. B. Bung. 2015. “Hybrid investigation of air transport processes in moderately sloped stepped spillway flows.” In Proc., 36th IAHR World Congress. Hague, Netherlands: International Association for Hydro-Environment Engineering and Research.
Valero, D., and D. B. Bung. 2016. “Development of the interfacial air layer in the non-aerated region of high-velocity spillway flows: Instabilities growth, entrapped air and influence on the self-aeration onset.” Int. J. Multiphase Flow 84 (4): 66–74. https://doi.org/10.1016/j.ijmultiphaseflow.2016.04.012.
Valero, D., and D. B. Bung. 2018. “Reformulating self-aeration in hydraulic structures: Turbulent growth of free surface perturbations leading to air entrainment.” Int. J. Multiphase Flow 100 (Dec): 127–142. https://doi.org/10.1016/j.ijmultiphaseflow.2017.12.011.
Valero, D., and R. García-Bartual. 2016. “Calibration of an air entrainment model for cfd spillway applications.” In Proc., Advances in Hydroinformatics: SIMHYDRO 2014, edited by P. Gourbesville, J. A. Cunge, and G. Caignaert, 571–582. Berlin: Springer.
Von Karman, T. 1930. “Mechanical similarity and turbulence.” In Proc., 3rd Int. Congress of Applied Mechanics, 85–92. Washington, DC: National Advisory Committee on Aeronautics.
Vreugdenhil, C. B. 1994. Numerical methods for shallow-water flow. Berlin: Kluwer Academic Publishers.
Wilhelms, S. C., and J. S. Gulliver. 2005. “Bubbles and waves description of self-aerated spillway flow.” J. Hydraul. Res. 43 (5): 522–531. https://doi.org/10.1080/00221680509500150.
Wood, I. R. 1991. Air entrainment in free-surface flow: IAHR hydraulic structures design manuals 4. Rotterdam, Netherlands: Balkema.
Wood, I. R., P. Ackers, and J. Loveless. 1983. “General method for critical point on spillways.” J. Hydraul. Eng. 109 (2): 308–312. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:2(308).
Zarrati, A. R. 1994. “Mathematical modelling of air-water mixtures in open channels.” J. Hydraul. Res. 32 (5): 707–720. https://doi.org/10.1080/00221689409498710.
Zarrati, A. R., and J. D. Hardwick. 1991. “Rising velocity of air bubbles in high speed free surface flows.” In Proc., Int. Symp. on Environmental Hydraulics. Hong Kong: Univ. of Hong Kong.
Zhang, G., and H. Chanson. 2017. “Self-aeration in the rapidly and gradually varying flow regions of steep smooth and stepped spillways.” Environ. Fluid Mech. 17 (1): 27–46. https://doi.org/10.1007/s10652-015-9442-z.

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Journal of Hydraulic Engineering
Volume 149Issue 3March 2023

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Received: May 15, 2021
Accepted: Sep 30, 2022
Published online: Dec 21, 2022
Published in print: Mar 1, 2023
Discussion open until: May 21, 2023

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Associate Professor, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti Univ., Tehran 177651719, Iran (corresponding author). ORCID: https://orcid.org/0000-0002-8242-7619. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology (Tehran Polytechnic), Tehran 1591634311, Iran. ORCID: https://orcid.org/0000-0002-8483-3186. Email: [email protected]
Assistant Professor, Faculty of Civil Engineering, K. N. Toosi Univ. of Technology, Tehran 1996715433, Iran; formerly, Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology (Tehran Polytechnic), Tehran 1591634311, Iran. ORCID: https://orcid.org/0000-0002-5162-6332. Email: [email protected]

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