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
  • [1] Clear-water pier and abutment scour
    Oliveto, G
    Hager, WH
    HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 7 - 12
  • [2] Temporal evolution of clear-water pier and abutment scour
    Oliveto, G
    Hager, WH
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2002, 128 (09): : 811 - 820
  • [3] CLEAR-WATER SCOUR AROUND BRIDGE PIER GROUP
    VITTAL, N
    KOTHYARI, UC
    HAGHIGHAT, M
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1994, 120 (11): : 1309 - 1318
  • [4] Large scale clear-water local pier scour experiments
    Sheppard, DM
    Odeh, M
    Glasser, T
    JOURNAL OF HYDRAULIC ENGINEERING, 2004, 130 (10) : 957 - 963
  • [5] Interaction between Pier Scour and Other Components of Scour under Clear-Water Conditions
    Abid, Irfan
    Sturm, Terry W.
    Melville, Bruce W.
    Hong, Seung Ho
    JOURNAL OF HYDRAULIC ENGINEERING, 2024, 150 (05)
  • [6] Suction Effects on Bridge Pier Scour under Clear-Water Conditions
    Qi, Min
    Chiew, Yee-Meng
    Hong, Jian-Hao
    JOURNAL OF HYDRAULIC ENGINEERING, 2013, 139 (06) : 621 - 629
  • [7] Characteristics and Mechanism of Downflow in Front of a Cylindrical Pier with Clear-Water Local Scour
    Wang, Weizheng
    Wei, Song
    Zhu, Dayong
    Wang, Jun
    Duan, Haipeng
    WATER, 2024, 16 (13)
  • [8] Evaluation of sediment gradation effects on clear-water pier scour with densimetric froude number
    Cheng, Nian-Sheng
    Wei, Maoxing
    Lu, Yesheng
    Chiew, Yee-Meng
    Journal of Engineering Mechanics, 2020, 146 (12):
  • [9] EFFECTS OF SHAPE AND SKEW-ANGLE OF BRIDGE PIERS ON LOCAL SCOUR
    Al-Shukur, Abdul-Hassan Kh
    Hussein, Noor Saadi
    JOURNAL OF ENGINEERING SCIENCE AND TECHNOLOGY, 2021, 16 (03): : 2748 - 2762
  • [10] Clear-Water Scour at Pile Groups
    Lanca, Rui
    Fael, Cristina
    Maia, Rodrigo
    Pego, Joao P.
    Cardoso, Antonio H.
    JOURNAL OF HYDRAULIC ENGINEERING, 2013, 139 (10) : 1089 - 1098