Study of the effect of subsurface slot on reducing scour at the base of a square nose bridge

Document Type : Original Article

Authors

1 Department of Water Engineering, Faculty of Agriculture, Shahrekord University, Shahrekord, Iran.

2 Department of Water Engineering, Shahrekord University, Shahrekord, Iran.

3 Department of Water Engineering , Shahrekord University, Shahrekord , Iran.

4 Department of Water Engineering , Shahrekord University , Shahrekord, Iran.

Abstract

Objective: The objectives of this research were: Investigating the effect of the presence of floating objects on scour around the bridge piers. 2- Laboratory investigation of the effect of a gap below the bed surface in a square bridge pier on reducing scour depth in the presence of floating objects. 3- Presenting an equation to consider the effect of a gap below the bed surface on reducing scour depth in the presence of floating objects.
 
Method: In this study, the effect of creating a subsurface gap in a square pier with a sharp tip on reducing the scour around the bridge pier, where a rectangular floating object is trapped behind the pier, was experimentally investigated. The study was conducted on 2 piers, one with a gap and one without, 3 floating objects (in positions above the water surface, at the water level, and below the water surface), and 4 flow rates (10, 20, 30, and 40) liters per second. A gap of (18+7 cm) was created in the pier, with 7 centimeters of the gap length placed within the bed.
 
Results: For the base without a gap without the presence of an object, the depth of the washout pit increased with the increase in flow rate, and after placing the object behind the base, it was observed that the increase in the flow rate increases the depth of the washout. The closer the object is to the water surface, the scour around the base decreases and vice versa. The closer the object is to the surface of the bed, the deeper the scour increases. The scour depth increased with the increase in flow rate, and in examining the effect of the size of the floating object, the scour depth increased as the size of the floating object increased. Increasing the flow rate enhances both the depth and volume of the sinkhole. Accumulation of floating objects around the bridge base increases the depth and volume of the sinkhole compared to the absence of floating objects. Creating a gap is an efficient method to control erosion around the bridge pier.The pier, with a gap of 7 cm below the surface of the bed up to 40.8% compared to the control sample, controls erosion around the base.
 
Conclusions: The results from 80 experiments indicate a reduction in scour by up to 40.8 percent compared to the control sample; therefore, the use of the gap helps control scour around the pier.

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Abu Saidi, Z., Kadri, K., Rahimpour, M., & Ahmadi, M. M. (2017). Laboratory investigation of the effect of accumulation of floating objects on the local scouring of bridge foundations and supports. Journal of water and soil protection research. 25(2), 267-282. https://doi.org/10.22069/jwsc.2018.12472.2714 (In Persian)
Ardlani, A., Bakhtiari, M., Sanei, M., & Kashfipour, S.M. (2018). Laboratory examination of the effect of the surface area of ​​the crack in the body of the foundation on the reduction of local scouring of the bridge foundation. Water and Soil Science Journal, (39), 67-79. https://faculty.kmsu.ac.ir/bakhtiari/fa/articlesInPublications/221(In Persian)
Bayat, H. (2000). Interaction of water bodies and erosion. Amir Kabir University of Technology Publications (Tehran Polytechnic), Tehran, Iran. https://www.iranketab.ir/book/96580-sazehaye-aabi(In Persian)
Diehl, T. (1997), Potential drift accumulation at bridges. U.S. Department of Transportation Federal Highway Administration Research and Development Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean, Virginia, 22101-2296. https://tn. water.usgs.gov/publications/FHWA-RD-97-028/FHWA-RD-97-028
Grimaldi, C., Gaudio, R., & Calomino. F. (2009). Control of scour at bridge piers by a downstream bed sill. Journal of Hydraulic Engineering, 135(1), 13–21.                                 https://doi.org/10.1061/(ASCE)0733-9429(2009)135:1(13)
Heydari Bani, M., Bakhtiari, M., Sanei, M., & Kashfipour, S.M. (2019). Laboratory examination of using a gap in the foundation to control the erosion of the bridge foundation. Journal of Water Resources Engineering, 13(45), 23-38.                               https://wej.marvdasht.iau.ir/article_4224.html(In Persian)
Kazmian, M., Gohri, S., & Shahvardi, K. (2021). The effect of the gap in reducing the scour of the bridge foundation in the bed with uniform and uneven sediments. Journal of Hydraulics, 16(4), 37-48. https://doi.org/10.30482/jhyd.2018.81358(In Persian)
Kumar, V., Ranga raju, K.G., & Vittal, N. (1999). Reduction of local scour around bridge piers using slots and collars. Journal of Hydraulic Engineering, 125(12), 1302-1305.                         https://doi.org/10.1061/(ASCE)0733-9429(1999)125:12(1302)
Lagasse, P.F., Cloper, P.E., Zevenbergen, P.E., Spitz, W.J., & Girard, L.G. (2010). Effects of Debris on Bridge Pier Scour. Transportation Research Board , 10, 854-863. https://doi.org/10.1061/41147(392)85
Mahan, N. (2012). A comparative study of the effect of the shape of the gap on the erosion of bridge foundations. Master's thesis, Islamic Azad University of central Tehran branch, Tehran, Iran. https://elmnet.ir/doc/10599347-94122(In Persian)
Moshashii, M., & Asadi Aghbalaghi, M. (2014). Wash around a square base with a sagittal nose in the presence of floating wooden objects in front of the base. Scientific-research journal of Modares Civil Engineering, 15(4), 85-96. https://mcej.modares.ac.ir/article-16-2041-fa.html(In Persian)
Pagliara, S., & Carnacina, I. (2010). Temporal scour evolution at bridge piers: Effect of wood debris roughness and porosity. Journal of Hydraulic Research, 48(1), 3-13.                            https://doi.org/10.1080/00221680903568592
Pagliara, S., & Carnacina, I. (2011). Influence of large woody debris on sediment scour at bridge piers. International Journal of Sediment Research26(2),121-136.                         https://doi.org/10.1016/S1001-6279(11)60081-4
Rahimi, I. (2016). Laboratory investigation of the effect of accumulation of floating objects on the local scouring of the foundation group and bridge support. Ph.D. Thesis, Shahid bahonar University of Kerman, Kerman, Iran. https://elmnet.ir/doc/11244311-84226(In Persian)
Raudkivi, A., & Ettema, R. (1983). Clear water scour at cylindrical piers. J. Hydr. Engin. ASCE, 103(10). 1209-1213. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:3(338)