MODELING GENERAL SCOUR AT BRIDGE CROSSINGS

Modeling of general scour at bridge crossings using a mathematical model for water and sediment routing is described. For a given bridge configuration, general scour that results from imbalance in sediment supply and transport capacity of the river is evaluated based on river channel evolution reflecting the flow and sediment-transport processes. Two case studies are presented to illustrate the prediction of general scour caused by man-made factors including sand mining and flow constriction by a bridge. Depth of general scour is found to be sensitive to channel width; therefore, width formation of the alluvial river plays an important role in scour development. (Author)

Media Info

  • Media Type: Print
  • Features: Figures; Maps; Photos; References;
  • Pagination: pp 238-243
  • Monograph Title: Second bridge engineering conference. volumes 1 and 2
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00390835
  • Record Type: Publication
  • ISBN: 03090036593
  • Files: TRIS, TRB
  • Created Date: Dec 30 1984 12:00AM