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Research papers

Temporal scour evolution at bridge piers: effect of wood debris roughness and porosity

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Pages 3-13 | Received 22 Sep 2009, Published online: 18 Mar 2010

References

  • Balachandar , R. and Patel , V. C. 2002 . Rough wall boundary layer on plates in open channels . J. Hydraul. Eng. , 128 ( 10 ) : 947 – 951 .
  • Balachandar , R. and Blakely , D. 2004 . Surface roughness effects on turbulent boundary layers on a flat plate located in an open channel . J. Hydraulic Res. , 42 ( 3 ) : 247 – 261 .
  • Bergstrom , D. J. , Kotey , N. A. and Tachie , M. F. 2002 . The effects of surface roughness on the mean velocity profile in a turbulent boundary layer . J. Fluids Eng , 124 ( 3 ) : 664 – 670 .
  • Bradley , J. B. , Richards , D. L. and Bahner , C. D. 2005 . “ Debris control structures: Evaluation and countermeasures ” . Washington, DC : Federal Highway Administration . Report No. FHWA-IF-04-016, Hydraulic Engineering Circular No. 9, 3rd ed
  • Briaud , J. L. , Chen , H. C. , Chang , K. A. , Chen , X. and Oh , S. J. Scour at bridges due to debris accumulation: A review . Proc. 3rd Intl. Conf. Scour Erosion . Amsterdam, NL. (CD-ROM)
  • Chang , W. Y. , Lai , J. S. and Yen , C. L. 2004 . Evolution of scour depth at circular bridge piers . J. Hydraul. Eng. , 130 ( 9 ) : 905 – 913 .
  • Dey , S. 1999 . Time-variation of scour in the vicinity of circular piers . Proc. Instn Civil Engrs Water, Marit. Energy , 136 ( 2 ) : 67 – 75 .
  • Dey , S. and Barbhuiya , A. K. 2005 . Time variation of scour at abutments . J. Hydraul. Eng. , 131 ( 1 ) : 11 – 23 .
  • Diehl , T. H. 1997 . “ Potential drift accumulation at bridges ” . In Publication No. FHWA–RD–97–028 , Washington, DC : Federal Highway Administration .
  • Franzetti , S. , Larcan , E. and Mignosa , P. 1989 . Erosione alla base di pile circolari di ponte: Verifica sperimentale dell'ipotesi di esistenza di una situazione finale di equilibrio . Idrotecnica , 16 ( 3 ) : 135 – 141 . [in Italian]
  • Franzetti , S. , Malavasi , S. and Piccinin , C. Sull'erosione alla base delle pile di ponte in acque chiare . 14th Convegno Idraulica e Costruzioni Idrauliche . Naples Italy 4, 13–24, [in Italian]
  • Hager, W.H., Oliveto, G., Pagliara, S., Unger, J. (2004). Recent advances in scour hydraulics. River Flow 2004, Greco, Carravetta, and Della Morte (eds), Taylor & Francis, London, 1, 3–12.
  • Hagerty , D. J. , Parola , A. C. and Fenske , T. E. 1995 . “ Impacts of 1993 Upper Mississippi river basin floods on highway systems ” . In Report No. 1483 , Washington, DC : Transportation Research Board .
  • Kandasamy , J. K. and Melville , B. W. 1998 . Maximum local scour depth at bridge piers and abutments . J. Hydraulic Res. , 36 ( 2 ) : 183 – 198 .
  • Kattell , J. and Eriksson , M. 1998 . “ Bridge scour evaluation: Screening, analysis and countermeasures ” . In Gen. Tech. Rep. 9877 1207–SDTDC , San Dimas, CA : U.S. Department of Agriculture, Forest Service .
  • Kothyari , U. C. , Garde , R. J. and Ranga Raju , K. G. 1992 . Temporal variation of scour around circular bridge piers . J. Hydraul. Eng. , 118 ( 8 ) : 1091 – 1106 .
  • Krogstad , P. A. , Antonia , R. A. and Browne , L. W.B. 1992 . Comparison between rough- and smooth-wall turbulent boundary layers . J. Fluid Mech , 245 ( 9 ) : 599 – 617 .
  • Laursen , E. M. and Toch , A. 1956 . “ Scour around bridge piers and abutments ” . In Bulletin No. 4 , Ames, IA : Iowa Highway Research Board .
  • Melville , B. W. 1997 . Pier and abutment scour: Integrated approach . J. Hydraul. Eng. , 123 ( 2 ) : 125 – 136 .
  • Melville , B. W. and Chiew , Y. M. 1999 . Time scale for local scour at bridge piers . J. Hydraul. Eng. , 125 ( 1 ) : 59 – 65 .
  • Melville , B. W. and Dongol , D. M. 1992 . Bridge pier scour with debris accumulation . J. Hydraul. Eng. , 118 ( 9 ) : 1306 – 1310 .
  • Mueller , D. S. and Parola , A. C. Detailed scour measurements around a debris accumulation . Proc. Water Resources Engng. Conf . pp. 234 – 239 . Reston, VA : ASCE .
  • Oliveto , G. and Hager , W. H. 2002 . Temporal evolution of clear-water pier and abutment scour . J. Hydraul. Eng. , 128 ( 9 ) : 811 – 820 .
  • Oliveto , G. and Hager , W. H. 2005 . Further results to time-dependent local scour at bridge elements . J. Hydraul. Eng. , 131 ( 2 ) : 97 – 105 .
  • Oliveto , G. , Unger , J. and Hager , W. H. 2004 . Discussion of Design method of time-dependent local scour at circular bridge pier . J. Hydraul. Eng. , 130 ( 12 ) : 1211 – 1213 .
  • Pagliara , S. , Hager , W. H. and Unger , J. 2008 . Temporal evolution of plunge pool scour . J. Hydraul. Eng. , 134 ( 11 ) : 1630 – 1638 .
  • Parola , A. C. , Apelt , C. J. and Jempson , M. A. 2000 . “ Debris forces on highway bridges ” . In NCHRP Report No. 445 , Washington, DC : Transportation Research Board .
  • Parola , A. C. , Kamojjala , S. , Richardson , J. and Kirby , M. Numerical simulation of flow patterns at a bridge with debris . Water Resources Engng. Conf . pp. 240 – 245 . Reston, VA : ASCE .
  • Raikar , R. V. and Dey , S. 2008 . Kinematics of horseshoe vortex development in an evolving scour hole at a square cylinder . J. Hydraulic Res. , 46 ( 2 ) : 247 – 264 .
  • Raudkivi , A. J. and Ettema , R. 1983 . Clear-water scour at cylindrical piers . J. Hydraul. Eng. , 109 ( 3 ) : 338 – 350 .
  • Raudkivi , A. J. and Ettema , R. 1985 . Scour at cylindrical bridge piers in armored beds . J. Hydraul. Eng. , 111 ( 4 ) : 713 – 731 .
  • Richardson , E. V. and Davis , S. R. 2001 . “ Evaluating scour at bridges ” . In Report No. FHWA–NHI–01–001, Hydraulic Engineering Circular No. 18, 4th , Washington, DC : Federal Highway Administration .
  • Wu , W. and Wang , S. S.Y. 1999 . Movable bed roughness in alluvial rivers . J. Hydraul. Eng. , 125 ( 12 ) : 1309 – 1312 .
  • Zevenbergen , L. W. 2000 . Time scale for contraction scour at bridges . J. Water Res. Plan. Manage , 104 ( 3 ) : 405 – 410 .
  • Zevenbergen , L. W. , Lagasse , P. F. , Clopper , P. E. and Spitz , W. J. Effects of debris on bridge pier scour . 3rd Intl. Conf. Scour Erosion . Amsterdam, NL (CD-ROM)

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