Development of Probabilistic Decay Functions Using Literature Equilibrium Scour Data
ID:87 View Protection:ATTENDEE Updated Time:2025-11-03 17:12:42 Hits:95 Oral Presentation

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Abstract
In the assessment of scour process at bridge foundations, it is observed that the riverbed shear decays with the development of the scour hole as the strength and velocity of the flow vortices in the scour hole decrease. The maximum scour depth is achieved when the bed shear stress equals the critical shear of the bed material. This phenomenon forms the basis for the decay function of hydraulic loading. Parallel research from Federal Highway Administration (FHWA) developed a framework to study the probabilistic decay functions based on temporal experimental data. The challenge of using the framework is that the approach relies on the data collection of sufficient scour depth time history in the flume tests or in the field. However, most experiments found in literature only measured the equilibrium scour depth without recording the complete time history. Research from FHWA showed that using a two-parameter exponential function, determined by the initial shear stress and the equilibrium scour depth, would provide a more conservative shear decay trend than one obtained from temporal data and a pick-up function. Therefore, a method to develop the probabilistic decay function based on the equilibrium scour depth is proposed in this paper. The proposed method only requires the data of initial shear stress and the equilibrium scour depth. Design scour depths and the reference bed shear stresses were calculated with design equations from Hydraulic Engineering Circular No. 18 (HEC-18) to normalize scour depth and shear stress. In order to build a robust database and incorporate the results of full-scale computational fluid dynamics (CFD) simulations of bridge pier and abutment scour, a probabilistic ratio of measured scour depth and design scour depth was applied to the CFD simulations. A bin method was adopted to determine the representative value for selected exceedance probability in each bin. Both best-fit and envelope results were provided for comparison purpose. The proposed decay functions were validated using experimental data, which pave the way for achieving a more reliable, probabilistic scour depth assessment.
Keywords
Speaker
Nasi Zhang
Genex Systems

Submission Author
Nasi Zhang Genex Systems
Kornel Kerenyi Federal Highway Administration (FHWA)
Chao Huang Genex Systems
Haoyin Shan Genex Systems
Chen Li Genex Systems
Xinya Liu University of Maryland
James Pagenkopf FHWA
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Important Date
  • Conference Date

    Nov 04

    2025

    to

    Nov 07

    2025

  • Oct 20 2025

    Abstract Submission Deadline

  • Oct 20 2025

    Draft paper submission deadline

  • Oct 30 2025

    Draft Paper Acceptance Notification

  • Nov 07 2025

    Registration deadline

Sponsored By
Hehai University
Chongqing Jiaotong University
Organized By
Hehai University
Chongqing Jiaotong University
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