Abstract
Hydraulic jump is a phenomenon observed in open channel flow, and studying it has been a challenge for scientific communities. Most of the previous studies on this topic have been devoted to the cases of clear water in rectangular geometry. However, in nature river flows carry sediment loads; meanwhile, trapezoidal stilling basins are proved to be more economical as well. In this paper, the RNG turbulence model has been used to simulate jump characteristics in a symmetrical trapezoidal channel of 45° side slope for clear water flow and three different sediment concentrations of 4%, 8% and 12% and a range of initial Froude number between 1.5 and 12. The results indicate that by increasing the sediment concentration the bed shear stress amounts and energy loss ratio increase while the length of jump ratio decreases. In comparison with the clear water flow, for the case of Fr1 = 7 and sediment concentration of 12%, the length of jump ratio decreases by 18.1%, the sequent depth ratio increases by 17.2% and the energy loss ratio increases by 3.2%. Furthermore, the bed shear stress at the beginning and at the end of the jump is innovatively investigated. The results show that the shear stress at the initial depth section is not dependent on the sediment content, but at the secondary depth of flow, it is highly dependent on the suspended sediment loads content.
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Fractional area/volume obstacle representation.
References
Chanson H (2009) Current knowledge in hydraulic jumps and related phenomena: a survey of experimental results. Eur J Mech B/Fluids 28:191–210. https://doi.org/10.1016/j.euromechflu.2008.06.004
Dey S, Sarkar A (2008) Characteristics of turbulent flow in submerged jumps on rough beds. J Eng Mech 134:49–59. https://doi.org/10.1061/(asce)0733-9399(2008)134:7(599)
Ead S, Rajaratnam N (2002) Hydraulic jumps on corrugated beds. J Hydraul Eng 128:656–663. https://doi.org/10.1061/(asce)0733-9429(2002)128:7(656)
Flow Science I (2016) Flow-3D version 11.2 users manual. Flow Science, Inc., Santa Fe, NM
Ghazizadeh F, Moghaddam MA (2016) An experimental and numerical comparison of flow hydraulic parameters in circular crested weir using flow3D. Civ Eng J 2:23–37. https://doi.org/10.28991/cej-2016-00000010
Guo J, Julien PY (2005) Shear stress in smooth rectangular open channel flows. Civ Eng Facul Public 131:30–37. https://doi.org/10.1061/(asce)0733-9429(2006)132:6(631)
Hughes WC, Flack JE (1984) Hydraulic jump properties over a rough bed. J Hydraul Eng 110:1755–1771. https://doi.org/10.1061/(asce)0733-9429(1984)110:12(1755)
Kahe M, Dehghani AA (2013) Numerical simulation of hydraulic jump on corrugated beds water and soil. Conserv Stud 20:41–60
Kavianpour Esfahani M, Haghighi S (2012) Experimental study of sediments effect on the hydraulic jump characteristics. Paper presented at the 9th International Congress of Civil Engineering, Isfahan University of Technology
Komar PD (1971) Hydraulic jumps in turbidity currents. Geol Soc Am Bull 82:1477–1488. https://doi.org/10.1130/0016-7606(1971)82[1477:hjitc]2.0.co;2
Kumar M, Lodhi AS (2015) Hydraulic jump over sloping rough floors ISH. J Hydraul Eng 22:127–134. https://doi.org/10.1080/09715010.2015.1088409
Leutheusser HJ, Kartha VC (1972) Effects of inflow conditions on hydraulic jump. J Hydraul Div 98:1367–1385
Mohamed Ali H (1991) Effect of roughened-bed stilling basin on length of rectangular hydraulic jump. J Hydraul Eng 117:83–93. https://doi.org/10.1061/(asce)0733-9429(1991)117:1(83)
Moriasi DN, Arnold JG, Van Liew MW, Bingner RL, Harmel RD, Veith TLJTotA (2007) Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans ASABE 50:885–900. https://doi.org/10.13031/2013.23153
Movahedi A, Kavianpour M, AminoroayaieYamini O (2019) Experimental and numerical analysis of the scour profile downstream of flip bucket with change in bed material size ISH. J Hydraul Eng 25:188–202. https://doi.org/10.1080/09715010.2017.1398111
NasrAbadi M, Omid M, Farhoudi J (2010) Suspended sediment effects on submerged hydraulic jump characteristics. J Water Soil 24:995–1007. https://doi.org/10.1016/s1001-6279(12)60019-5
Obianyo JI, Agunwamba J (2019) Efficiencies of horizontal and vertical baffle mixers. Emerg Sci J 3:130–145. https://doi.org/10.28991/esj-2019-01176
Ohtsu I (1976) Free hydraulic jump and submerged hydraulic jump in trapezoidal and rectangular channels. Proc Jpn Soc Civ Eng 101:57–72. https://doi.org/10.2208/jscej1969.1976.246_57
Omid M, EsmaeeliVaraki M, Narayanan R (2007) Gradually expanding hydraulic jump in a trapezoidal channel. J Hydraul Res 45:512–518. https://doi.org/10.1080/00221686.2007.9521786
Omid MH, Nasrabadi M, Farhoudi J (2011) Suspended sediment effects on hydraulic jump characteristics. Proc Inst Civ Eng-Water Manag 164:91–101. https://doi.org/10.1680/wama.1000019
Pagliara S, Lotti I, Palermo M (2008) Hydraulic jump on rough bed of stream rehabilitation structures. J Hydro-Environ Res 2:29–38. https://doi.org/10.1016/j.jher.2008.06.001
Sarhadi A, Jabbari E (2017) Investigating effect of different parameters of the submerged vanes on the lateral intake discharge located in the 180 degree bend using the numerical model. Civ Eng J 3:1176–1187. https://doi.org/10.28991/cej-030947
Shamohamadi B, Mehboudi A (2016) Numerical modeling of local scour at the junction of open channels in flow 3D numerical model. Civ Eng J 2:474–483. https://doi.org/10.28991/cej-2016-00000050
Taghavi M, Ghodousi H (2015) Simulation of flow suspended load in weirs by using flow 3D model. Civ Eng J 1:37–49. https://doi.org/10.28991/cej-2015-00000004
Wanoschek R, Hager WH (1989) Hydraulic jump in trapezoidal channel. J Hydraul Res 27:429–446. https://doi.org/10.1080/00221688909499175
Yakhot V, Orszag SA (1986) Renormalization group analysis of turbulence. I. Basic Theory. J Sci Comput 1:3–51. https://doi.org/10.1007/BF01061452
Yakhot V, Smith LM (1992) The renormalization group, the ɛ-expansion and derivation of turbulence models. J Sci Comput 7:35–61. https://doi.org/10.1007/BF01060210
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Ebrahimiyan, S., Hajikandi, H., Shafai Bejestan, M. et al. Numerical Study on the Effect of Sediment Concentration on Jump Characteristics in Trapezoidal Channels. Iran J Sci Technol Trans Civ Eng 45, 1059–1075 (2021). https://doi.org/10.1007/s40996-020-00510-w
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DOI: https://doi.org/10.1007/s40996-020-00510-w