Effect of spacing and skew-angle on clear-water scour at pier alignments

被引:0
|
作者
Lanca, R. [1 ]
Fael, C. [2 ]
Maia, R. [3 ]
Pego, J. [3 ]
Cardoso, A. H. [4 ]
机构
[1] Univ Algarve, Inst Super Engn, Faro, Portugal
[2] Univ Beira Interior, Fac Ciencias Engn, Covilha, Portugal
[3] Univ Porto, Fac Engn, Oporto, Portugal
[4] Univ Tecn Lisboa, Inst Super Tecn, Lisbon, Portugal
关键词
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Pier alignments, defined as single-row pier groups, displayed normal to main bridges' axes, are frequently used to support bridge decks. Different alignments configurations, characterized by different combinations of piers' shape and spacing and skew-angle of the alignment to the flow direction, lead to different interactions with the flow field and to different scour depths. Twenty six long lasting -7 to 15 days - laboratory experiments were run under steady clear-water flow conditions, close to the threshold condition of beginning of sediment motion, to address the effect of pier spacing and skew-angle on the equilibrium scour depth. Alignments consisted of four cylindrical piers spaced of 1, 2, 3, 4.5 and 6 pier diameters; tested skew-angles were 0 degrees, 15 degrees, 30 degrees, 45 degrees and 90 degrees. The main contribution of the paper derives from the long duration of the experiments. The functional relation of issued equilibrium scour depth with pier spacing and skew-angle is established and the dependence of the traditional group correction factor on the same variables is defined.
引用
收藏
页码:927 / 933
页数:7
相关论文
共 50 条
  • [21] Clear-water scour development at bridge abutments
    Coleman, SE
    Lauchlan, CS
    Melville, BW
    JOURNAL OF HYDRAULIC RESEARCH, 2003, 41 (05) : 521 - 531
  • [22] Equilibrium clear-water scour around an abutment
    Lim, SY
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (03): : 237 - 243
  • [23] Equilibrium clear-water scour around an abutment
    Siow-Yong Lim
    Journal of Hydraulic Engineering, 1997, 123 (03): : 237 - 243
  • [24] Clear-water scour at bridge piers and abutments
    Kothyari, U. C.
    Hager, W. H.
    Oliveto, G.
    RIVER FLOW 2006, VOLS 1 AND 2, 2006, : 1743 - +
  • [25] Experimental study of clear-water contraction scour
    Singh, Ravindra Kumar
    Pandey, Manish
    Pu, Jaan H.
    Pasupuleti, Srinivas
    Villuri, Vasanta G. Kumar
    WATER SUPPLY, 2020, 20 (03) : 943 - 952
  • [26] CLEAR-WATER SCOUR AROUND ABUTMENTS IN FLOODPLAINS
    STURM, TW
    JANJUA, NS
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1994, 120 (08): : 956 - 972
  • [27] Process-Based Design Method for Pier Local Scour Depth under Clear-Water Condition
    Tang, Hongwu
    Liu, Quanshuai
    Zhou, Jian
    Guan, Dawei
    Yuan, Saiyu
    Tang, Limo
    Zhang, Huiming
    JOURNAL OF HYDRAULIC ENGINEERING, 2023, 149 (12)
  • [28] Effect of collar on clear water scour around bridge pier
    Department of Civil Engineering, Regional Engineering College, Hamirpur, 177005, India
    J Inst Eng India: Civ Eng Div, 4 (180-185):
  • [29] Constriction Effects in Clear-Water Scour at Abutments
    Ballio, Francesco
    Teruzzi, Anna
    Radice, Alessio
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2009, 135 (02): : 140 - 145
  • [30] Clear-water scour development at bridge abutments
    Coleman, SE
    Lauchlan, CS
    Melville, BW
    Giri, S
    JOURNAL OF HYDRAULIC RESEARCH, 2005, 43 (04) : 445 - 447