The effects of height and vertical position of slot on the reduction of scour hole depth around bridge abutments

被引:15
作者
Osroush, Mehdi [1 ]
Hosseini, Seyed Abbas [1 ]
Kamanbedast, Amir Abbas [2 ]
Khosrojerdi, Amir [3 ]
机构
[1] Islamic Azad Univ, Sci & Res Branch, Dept Civil Engn, Tehran, Iran
[2] Islamic Azad Univ, Ahvaz Branch, Dept Water Sci & Engn, Ahvaz, Iran
[3] Islamic Azad Univ, Sci & Res Branch, Agr Sci & Food Ind Fac, Tehran, Iran
关键词
Scour; Slots; Bridges; Abutments; LOCAL SCOUR;
D O I
10.1016/j.asej.2019.02.004
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper investigates the effects of the height and vertical position of slots on the reduction of scouring on the periphery of rectangular abutments by constructing various slot models in different dimensions under varying flow conditions. For the purpose, 25 experiments were conducted under clear water conditions. The results of this study indicated that the closer the slot was placed to the bed, the more it would reduce scouring in models with slots featuring identical dimensions and heights equal to the half of the size of the flow depth. In other words, the slot model the height of which was measured from the water surface to underneath the erodible bed or more than the water depth showed the best performance among other slot models. The results of this research showed that the use of slots in abutments was more effective in reducing scouring than the use of bridge piers. (C) 2019 The Authors. Published by Elsevier B.V. on behalf of Faculty of Engineering, Ain Shams University.
引用
收藏
页码:651 / 659
页数:9
相关论文
共 17 条
[1]  
Azevedo M., 2014, 5 C NAC MEC FLUID TE, P195
[2]   Local scour at abutments: A review [J].
Barbhuiya, AK ;
Dey, S .
SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, 2004, 29 (5) :449-476
[3]  
Chang F, 1998, WATER RESOURCES ENGINEERING 98, VOLS 1 AND 2, P169
[4]   SCOUR PROTECTION AT BRIDGE PIERS [J].
CHIEW, YM .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (09) :1260-1269
[5]  
Dongol D.M.S., 1994, Local scour at bridge abutments
[6]   Reduction of scour around bridge piers using a modified method for vortex reduction [J].
El-Ghorab, Entesar A. S. .
ALEXANDRIA ENGINEERING JOURNAL, 2013, 52 (03) :467-478
[7]   Minimizing scour around bridge pile using holes [J].
Elnikhely, E. A. .
AIN SHAMS ENGINEERING JOURNAL, 2017, 8 (04) :499-506
[8]   Probabilistic bridge scour estimates [J].
Johnson, PA ;
Dock, DA .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (07) :750-754
[9]   Scour around spur dikes and bridge abutments [J].
Kothyari, UC ;
Raju, KGR .
JOURNAL OF HYDRAULIC RESEARCH, 2001, 39 (04) :367-374
[10]   Reduction of local scour around bridge piers using slots and collars [J].
Kumar, V ;
Raju, KGR ;
Vittal, N .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (12) :1302-1305