• Title of article

    Aggradation at Bridges

  • Author/Authors

    Johnson، Peggy A. نويسنده , , Hey، Richard D. نويسنده , , Horst، Michael W. نويسنده , , Hess، Amanda J. نويسنده ,

  • Issue Information
    ماهنامه با شماره پیاپی سال 2001
  • Pages
    -153
  • From page
    154
  • To page
    0
  • Abstract
    Aggradation at bridges causes the bridge waterway opening to be reduced, possibly resulting in upstream flooding and increased contraction scour. Aggradation results when the sediment load supplied to a reach of river from upstream exceeds its capacity to transport sediment. Solutions to aggradational problems at bridges are often complex and expensive. Solutions include increasing sediment transport through the bridge by modifying the channel, constructing an upstream sediment trap, redesigning the bridge, dredging, and treating the cause of the aggradation. At many bridges, aggradation problems can be severe. As an example, aggradation at a bridge in northern Pennsylvania is described. The benefits, disadvantages, and costs for various possible solutions to the example problem are compared and the most cost-effective solution is presented.
  • Journal title
    Journal of Hydraulic Engineering
  • Serial Year
    2001
  • Journal title
    Journal of Hydraulic Engineering
  • Record number

    59633