Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies

被引:49
作者
Simarro, Gonzalo [1 ,2 ]
Fael, Cristina M. S. [3 ]
Cardoso, Antonio H. [4 ]
机构
[1] CSIC, Inst Ciencias Mar, Dept Marine Geol, Barcelona, Spain
[2] Univ Castilla La Mancha, Dept Civil Engn, E-13071 Ciudad Real, Spain
[3] Univ Beira Interior, Dept Civil Engn & Architecture, Covilha, Portugal
[4] Inst Super Tecn, Dept Civil Engn & Architecture, Lisbon, Portugal
关键词
Scour; Equilibrium scour; Bridge foundation; Bridge failure; Rivers; CLEAR-WATER SCOUR; LOCAL SCOUR; TIME; EVOLUTION;
D O I
10.1061/(ASCE)HY.1943-7900.0000410
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Using data from six very long experiments on local scour at single cylindrical piers, some of the existing equilibrium criteria found in the literature are assessed. It is found that common criteria, which consider scour depth increments in 24 h or the observation of horizontal plateaux in records of scour depth time evolution, can incur important errors on the equilibrium scour depth. Using some of the expressions for time evolution found in the literature to fit the experimental data and infer equilibrium scour depth through extrapolation to infinite time, it is found that the equilibrium scour depth cannot be specified, in general, for experiments shorter than one to two weeks. DOI: 10.1061/(ASCE)HY.1943-7900.0000410. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:1089 / 1093
页数:5
相关论文
共 17 条
[1]  
Bertoldi DA, 1998, WATER RESOURCES ENGINEERING 98, VOLS 1 AND 2, P264
[2]   LOCAL SCOUR AROUND CYLINDRICAL PIERS [J].
BREUSERS, HNC ;
NICOLLET, G ;
SHEN, HW .
JOURNAL OF HYDRAULIC RESEARCH, 1977, 15 (03) :211-252
[3]   Effects of time and channel geometry on scour at bridge abutments [J].
Cardoso, AH ;
Bettess, R .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (04) :388-399
[4]  
Chabert J., 1956, Etude des affonillements author des piles des ponts
[5]   Clear-water scour development at bridge abutments [J].
Coleman, SE ;
Lauchlan, CS ;
Melville, BW .
JOURNAL OF HYDRAULIC RESEARCH, 2003, 41 (05) :521-531
[6]  
Ettema R, 1980, THESIS U AUCKLAND AU
[7]  
Franzetti S., 1982, P INT C HYDR MOD CIV
[8]  
Franzetti S., 1989, Idrotecnica, V16, P135
[9]  
Grimaldi C., 2005, THESIS U CALABRIA CO
[10]   Generalized approach for clear-water scour at bridge foundation elements [J].
Kothyari, Umesh C. ;
Hager, Willi H. ;
Oliveto, Giuseppe .
JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (11) :1229-1240