Evaluating Shallow-Flow Rock Structures as Scour Countermeasures at Bridges

The Utah Department of Transportation commissioned a study to determine whether or not shallow-flow rock structures could reliably be used at bridge abutments in place of riprap. Research was conducted in a two-phase effort beginning with numerical modeling and ending with field verification of model findings. As part of phase one, two finite element meshes were created in Surface-water Modeling Software (SMS) and analyzed with FESWMS-2DH. Second, field studies were conducted and a preliminary database was developed to track field studies conducted on 98 shallow-flow rock structures in Utah. Data organization in ArcGIS® and Microsoft Access® is presented followed by instructions on how to use the database. Both numerical model and field research results indicate that shallow-flow rock structures are not viable scour countermeasures at bridges.

Language

  • English

Media Info

  • Media Type: Print
  • Edition: Final Report
  • Features: Appendices; Figures; Photos; References; Tables;
  • Pagination: 127p

Subject/Index Terms

Filing Info

  • Accession Number: 01154798
  • Record Type: Publication
  • Report/Paper Numbers: UT-08.24
  • Contract Numbers: 06-8479
  • Files: TRIS, STATEDOT
  • Created Date: Apr 15 2010 11:23AM