Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Simulations of Mangrove-Inspired Sacrificial Pile Group for Scour Mitigation
Mangroves stabilize coastlines, partially through a porous ‘forest’ of trunks and aerial roots, which reportedly dissipate wave energy and reduce flow velocity. It is hypothesized that not only the vertical but also the horizontal components of the ‘forest’ contribute to the altering of flow field which mitigates scour. To test the hypothesis, the effect of a modified sacrificial pile group consisting of vertical mini-piles and (semi-) horizontal crossbars on the flow field around a downstream monopile is studied using computational fluid dynamics (CFD). The simulation results confirmed that the group of mini-piles significantly reduces both the horizontal and vertical velocity in front of the monopile as well as the flow-induced shear force at the bed. The presence of the crossbars reduces the horizontal velocities further, but more importantly, it helps significantly reduce or even reverse the downward flow at the front near the base of monopile. Such changes to the flow field are expected to reduce the strength of the horseshoe vortex and reduce local scour.
Numerical Simulations of Mangrove-Inspired Sacrificial Pile Group for Scour Mitigation
Mangroves stabilize coastlines, partially through a porous ‘forest’ of trunks and aerial roots, which reportedly dissipate wave energy and reduce flow velocity. It is hypothesized that not only the vertical but also the horizontal components of the ‘forest’ contribute to the altering of flow field which mitigates scour. To test the hypothesis, the effect of a modified sacrificial pile group consisting of vertical mini-piles and (semi-) horizontal crossbars on the flow field around a downstream monopile is studied using computational fluid dynamics (CFD). The simulation results confirmed that the group of mini-piles significantly reduces both the horizontal and vertical velocity in front of the monopile as well as the flow-induced shear force at the bed. The presence of the crossbars reduces the horizontal velocities further, but more importantly, it helps significantly reduce or even reverse the downward flow at the front near the base of monopile. Such changes to the flow field are expected to reduce the strength of the horseshoe vortex and reduce local scour.
Numerical Simulations of Mangrove-Inspired Sacrificial Pile Group for Scour Mitigation
Li, Xiwei (Autor:in) / Tao, Julian (Autor:in) / van Paassen, Leon (Autor:in)
Geo-Congress 2022 ; 2022 ; Charlotte, North Carolina
Geo-Congress 2022 ; 385-394
17.03.2022
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Numerical Simulations of Mangrove-Inspired Sacrificial Pile Group for Scour Mitigation
British Library Conference Proceedings | 2022
|British Library Conference Proceedings | 2023
|Protective Pile Group for Scour Mitigation of Existing Spur Dike Group
British Library Conference Proceedings | 2013
|