1 / 33

A Critical Evaluation of Bridge Scour for Michigan Specific Conditions

A Critical Evaluation of Bridge Scour for Michigan Specific Conditions. A presentation to MDOT TAG by Lawrence Tech University & Wayne State University July 30, 2008. Agenda. Project Overview Site Selection Process Equipment Data Acquisition Modeling Questions. Project Goals.

ranee
Télécharger la présentation

A Critical Evaluation of Bridge Scour for Michigan Specific Conditions

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. A Critical Evaluation of Bridge Scour for Michigan Specific Conditions A presentation to MDOT TAG by Lawrence Tech University & Wayne State University July 30, 2008

  2. Agenda • Project Overview • Site Selection Process • Equipment • Data Acquisition • Modeling • Questions

  3. Project Goals • The objective of this research is to improve the MDOT bridge scour prediction capability. This will be accomplished by calibrating and/or modifying level 2 (HEC-18) scour prediction equations for Michigan specific conditions. • The research plan consists of: • Literature Review • Evaluate MDOT’s Current Scour Evaluation Procedures • Review Scour Evaluation Methods Utilized by Other States • Calibrate Level 2 (HEC-18) Scour Prediction Equations for Michigan Specific Conditions

  4. Project Goals

  5. Project Goals

  6. Timeline

  7. Criteria for Selection • Bridges on the Scour Critical List - State and County Trunk lines • Location • spread through multiple watersheds • access and ease of monitoring • proximity to flow data • Soil Conditions - cohesive • Presence of scour counter measures

  8. ScourCritical List

  9. Bridges Visited

  10. Selected Sites

  11. Selected Sites • Bay Region = 3 Locations • Bad River @ M-52 • Flint River @ M-15 • Pine River @ Lumberjack Road • Grand Region = 2 Locations • Rogue River @ US-131 • Rogue River @ Edgerton Road

  12. Selected Sites • Southwest Region = 4 Locations • Thornapple River @ M-43 • Thornapple River @ Hastings • Kalamazoo River @ I-194 • Kalamazoo River @ M-89 • University Region = 4 Locations • Battle Creek River @ M-78 • Grand River @ M-99 • Black Creek @ Treat Highway • River Raisin near Adrian

  13. Flint River M-15 Bay Region

  14. Bad River M-52 Bay Region

  15. Pine River LumberJack Road Bay Region

  16. Rogue River US-131 Grand Region

  17. Rogue River Edgerton road Grand Region

  18. Kalamazoo River M-89 Southwest Region

  19. Kalamazoo River I-194 Southwest Region

  20. Thornapple River M-43 Southwest Region

  21. Thornapple River McKeown Road Southwest Region

  22. Grand River M-99 University Region

  23. Battle Creek River M-78 University Region

  24. Black Creek Treat Highway University Region

  25. River Raisin Adrian USGS Site University Region

  26. Instrumentation • Continuous Monitoring • Episodic Monitoring • Scour Chains • Jet Scour

  27. Continuous Monitoring

  28. Episodic Monitoring

  29. Scour Chains

  30. Jet Scour

  31. Analysis • Databases • National Bridge Scour Database • Regional Bridge Scour Information • Froelich Paper • Re-parameterization using the NBSDB • HEC-RAS • Exploring data requirements • Holtschlag & Miller

  32. Questions?

  33. Questions For MDOT • Feedback on Bridges Selected • Database Information • Level2 Data • HEC-RAS runs for sites selected • Michigan Specific Conditions (Cohesive vs. Non-Cohesive)

More Related