Experimental study of three-dimensional flow field around a complex bridge pier

Beheshti, A. A ; Sharif University of Technology | 2010

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  1. Type of Document: Article
  2. DOI: 10.1061/(ASCE)EM.1943-7889.0000073
  3. Publisher: 2010
  4. Abstract:
  5. In this paper, three-dimensional turbulent flow field around a complex bridge pier placed on a rough fixed bed is experimentally investigated. The complex pier foundation consists of a column, a pile cap, and a 2×4 pile group. All of the elements are exposed to the approaching flow. An acoustic-Doppler velocimeter was used to measure instantaneously the three components of the velocities at different horizontal and vertical planes. Profiles and contours of time-averaged velocity components, turbulent intensity components, turbulent kinetic energy, and Reynolds stresses, as well as velocity vectors are presented and discussed at different vertical and horizontal planes. The approaching boundary layer at the upstream of the pile cap separated in two vertical directions and induced an upward flow toward the column and a contracted downward flow below the pile cap and toward the piles. The contracted upward flow on the pile cap interacts with downflow in the front of the column and deflects toward the side of the pier, which in return produces a strong downflow along the side of the pile cap. The flow at the rear of the pile cap is very complex. The strong downward flow at the downstream and near the top of the pile cap in interaction with the reverse flow behind the column and upward flow near the bed produce two vortices close to the upper and lower corners of the pile cap with opposite direction of rotation. On the other hand, the back-flow from the wake of the pile cap is forced into the top region resulting in a secondary recirculation at the wake of the column. The contracted flow below the pile cap and toward the piles, a strong downflow along the sides of the pile cap at the upstream region, and a vortex flow behind the pile cap and an amplification of turbulence intensity along the sides of the pile cap at the downstream region are the main features of the flow responsible for the entrainment of bed sediments
  6. Keywords:
  7. Bridges ; Bed sediments ; Complex pier ; Direction of rotation ; Doppler velocimeter ; Downflow ; Downstream region ; Downward flow ; Experimental studies ; Experimentation ; Fixed bed ; Horizontal planes ; Pier foundation ; Pile caps ; Pile groups ; Recirculations ; Reverse flow ; Reynolds stress ; Three component ; Three dimensional flow field ; Three-dimensional flow ; Three-dimensional turbulent flow ; Time-averaged velocity ; Turbulence intensity ; Turbulent intensities ; Turbulent kinetic energy ; Upstream region ; Upward flow ; Velocity vectors ; Vertical direction ; Vertical plane ; Amplification ; Bridge piers ; Flow fields ; Kinetic energy ; Piers ; Pile driving ; Pile foundations ; Reynolds number ; Three dimensional ; Vortex flow ; Wakes ; Piles ; Bridge ; Experimental study ; Flow around object ; Flow velocity ; Foundation ; Pile group ; Scour ; Three-dimensional flow ; Turbulent flow
  8. Source: Journal of Engineering Mechanics ; Volume 136, Issue 2 , 2010 , Pages 143-154 ; 07339399 (ISSN)
  9. URL: http://ascelibrary.org./doi/10.1061/%28ASCE%29EM.1943-7889.0000073