On the Multiple Steady Flow States in Spindle Shaped Geometry of Bridge Foundations

Document Type : Regular Article

Authors

1 Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran

2 Faculty of Engineering and Architecture, Recep Tayyip Erdoğan University, Rize, Turkey

3 School of Engineering, University of St. Thomas, St. Paul, USA

10.47176/jafm.18.1.2668

Abstract

Flow hysteresis in a channel with a supercritical flow in the vicinity of a spindle-shaped bridge foundation (SSBF) with a change in flow rate has been investigated in a laboratory for the first time. Two spindle-shaped bridge foundations with diameters of 9 and 6.5 cm, which are placed at distances of 1.5 and 1 meter from the gate, have been used. The critical depth ranges between 0.027 and 0.0528 meters, and the used flow rates range from 250 to 600 liters/min. The flow regimes in the vicinity of the bridge foundations are classified based on the relative depths and Froude numbers created in sections B and C according based on the Froude number at the vena contracta. Sections B and C are near the bridge foundation and the flow passing through the center of the bridge foundation, respectively. The increase and subsequent decrease in velocity leads to different flow states. In some cases, two different behaviors can be seen from the flow with similar laboratory conditions. Hysteresis manifests in the range of Froude number 2.697~5.0. As the bridge foundations approach the valve, the hysteresis area becomes wider. Changes in the flow regime under the same conditions, called hysteresis, should be considered in designs. Also, with hysteresis, the relative residual energy and the downstream Froude number increased by 57.36% and 72.31%, respectively. 

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Abecasis, F. M., & Quintela, A. C. (1964). Hysteresis in steady free-surface flow. Water Power, 16 (4), 147–151.
Akers, B., & Bokhove, O. (2008). Hydraulic flow through a channel contraction: Multiple steady states. Physics of Fluids, 20(5). https://doi.org/10.1063/1.2909659
Austria, P. M. (1987). Catastrophe model for the forced hydraulic jump. Journal of Hydraulic Research, 25, 269–280. https://doi.org/10.1080/00221688709499270
Baines, P. G., & Davies, P. A. (1980). Laboratory studies of topographic effects in rotating and/or stratified fluids. In WMO Orographic Effects in Planetary Flows, 233-299.
Baines, P. G., & Whitehead, J. A. (2003). On multiple states in single-layer flows. Physics of Fluids, 15(2), 298-307. https://doi.org/10.1063/1.1531178
Daneshfaraz, R., Aminvash, E., & Ebadzadeh, P. (2023b). Experimental study of the effect of different sill geometry on hysteretic behavior of supercritical regime. Irrigation Sciences and Engineering46(3), 1-15. https://doi.org/10.22055/jise.2022.40134.2017
Daneshfaraz, R., Aminvash, E., & Najibi, A. (2022b). Experimental study of hysteretic behavior of supercritical regime on hydraulic parameters of flow against gabion contraction. Iranian Journal of Soil and Water Research53(1), 33-44. (In persian). https://doi.org/10.22059/IJSWR.2022.334538.669141
Daneshfaraz, R., Aminvash, E., & Sadeghfam, S. (2023a). Laboratory and theoretical study of hysteretic effects on hydraulic characteristics of flow at the site of smooth to rough bed conversion. Iranian Journal of Science and Technology, Transactions of Civil Engineering47(6), 3975-3987. https://doi.org/10.1007/s40996-023-01160-4
Daneshfaraz, R., Aminvash, E., Esmaeli, R., Sadeghfam, S., & Abraham, J. (2020). Experimental and numerical investigation for energy dissipation of supercritical flow in sudden contractions. Journal of Groundwater Science and Engineering, 8(4), 396-406. https://doi.org/10.19637/j.cnki.2305-7068.2020.04.009
Daneshfaraz, R., Aminvash, E., Ghaderi, A., Abraham, J., & Bagherzadeh, M. (2021a). SVM performance for predicting the effect of horizontal screen diameters on the hydraulic parameters of a vertical drop. Applied Sciences, 11(9), 4238. https://doi.org/10.3390/app11094238
Daneshfaraz, R., Aminvash, E., Ghaderi, A., Kuriqi, A., & Abraham, J. (2021c). Three-dimensional investigation of hydraulic properties of vertical drop in the presence of step and grid dissipators. Symmetry, 13(5), 895. https://doi.org/10.3390/sym13050895
Daneshfaraz, R., Ghaderi, A., Di Francesco, S., & Khajei, N. (2021b). Experimental study of the effect of horizontal screen diameter on hydraulic parameters of vertical drop. Water Supply21(5), 2425-2436. https://doi.org/10.2166/ws.2021.077
Daneshfaraz, R., Sadeghfam, S., Aminvash, E., & Abraham, J. P. (2022a). Experimental investigation of multiple supercritical flow states and the effect of hysteresis on the relative residual energy in sudden and gradual contractions. Iranian Journal of Science and Technology, Transactions of Civil Engineering46(5), 3843-3858. https://doi.org/10.1007/s40996-022-00818-9
Defina, A., & Susin, F. M. (2003). Hysteretic behavior of the flow under a vertical sluice gate. Physics of Fluids, 15(9), 2541-2548. https://doi.org/10.1063/1.1596193
Defina, A., & Susin, F. M. (2006). Multiple states in open channel flow. Vorticity and Turbulence Effects in Fluid Structures Interactions, 105-130.
Defina, A., & Viero, D. P. (2010). Open channel flow through a linear contraction. Physics of Fluids, 22(3), 036602. https://doi.org/10.1063/1.3370334
Ghaderi, A., & Abbasi, S. (2019). CFD simulation of local scouring around airfoil-shaped bridge piers with and without collar. Sādhanā44, 1-12. https://doi.org/10.1007/s12046-019-1196-8
Lawrence, G. A. (1987). Steady flow over an obstacle. Journal of Hydraulic Engineering, 113(8), 981-991. https://doi.org/10.1061/(ASCE)0733-9429(1987)113:8(981)
Mehrotra, S. C. (1974). Hysteresis effect in one and two fluids systems. Proceeding V Australian conference on hydraulics and fluids mechanics (Vol. 2, pp. 452-461) New Zealand: Christchurch, University of canterbury.
Muskatirovic, D., & Batinic, D. (1977). The influence of abrupt change of channel geometry on hydraulic regime characteristics. Proceedings of the 17th IAHR Congress (pp. 397-404).
Sadeghfam, S., Khatibi, R., Hassanzadeh, Y., Daneshfaraz, R., & Ghorbani, M. A. (2017). Forced hydraulic jumps described by classic hydraulic equations reproducing cusp catastrophe features. Arabian Journal for Science and Engineering, 42(9), 4169-4179. https://doi.org/10.1007/s13369-017-2616-x
Viero, D. P., & Defina, A. (2017). Extended theory of hydraulic hysteresis in open-channel flow. Journal of Hydraulic Engineering, 143(9), 06017014. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001342
Viero, D. P., & Defina, A. (2018). Multiple states in the flow through a sluice gate. Journal of Hydraulic Research, 57(1), 39-50. https://doi.org/10.1080/00221686.2018.1434694