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Scale effects in physical hydraulic engineering models
By VALENTIN HELLER, Journal of Hydraulic Research, Vol. 49, No. 3 (2011), pp. 293–306

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Pages 247-248 | Published online: 03 Apr 2012

References

  • Ettema , R. 1980 . “ Scour at bridge piers ” . In Report No. 216. School of Engineering , Auckland , NZ : University of Auckland .
  • Ettema , R. , Kirkil , G. and Muste , M. 2006 . Similitude of large-scale turbulence in experiments on local scour at cylinders . J. Hydraulic Eng. , 132 ( 1 ) : 33 – 40 .
  • Lee , S. O. and Sturm , T. W. 2009 . Effect of sediment size scaling on physical modeling of bridge pier scour . J. Hydraulic Eng. , 135 ( 10 ) : 793 – 802 .
  • Qadar , A. 1981 . The vortex scour mechanism at bridge piers . Proc. Institution of Civil Engineers , 71 ( 3 ) : 739 – 757 .
  • Sheppard , D. M. , Odeh , M. and Glasser , T. 2004 . Large scale clear-water local pier scour experiments . J. Hydraulic Eng. , 130 ( 10 ) : 957 – 963 .
  • Tafarojnoruz , A. , Gaudio , R. , Grimaldi , C. and Calomino , F. 2010 . “ Required conditions to achieve the maximum local scour depth at a circular pier. Proc. 32th ” . In Convegno Nazionale di Idraulica e Costruzioni Idrauliche Palermo, 10 pp. (CD-ROM).
  • Unger , J and Hager , W. H. 2005 . Discussion of The mean characteristics of horseshoe vortex at a cylindrical pier . J. Hydraulic Res. , 43 ( 5 ) : 584 – 587 .

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