سال انتشار: ۱۳۸۴

محل انتشار: دومین کنگره ملی مهندسی عمران

تعداد صفحات: ۸

نویسنده(ها):

Mani Golparvar Fard – Postgraduate student, College of Civil Eng, Iran University of Science & Technology
Abbas Yeganeh-Bakhtiary – Assistant Professor, Hydro-Structure and Structure Center, College of Civil Eng, Iran University of Science & Technology
Liang Cheng – Associate Professor, School of Civil and Resource Engineering, the University of Western Australia
Abbas Khayyer – Postgraduate student, College of Civil Eng, Iran University of Science & Technology

چکیده:

Hydrodynamics of flow in erosion tunnel caused by local scour below offshore pipelines is studied using a standardturbulence model in simulation of a steady current flow around a pipeline above seabed. The flow field is computed with solving the Reynolds Averaged Navier-Stokes equations (RANS); whereas seabed under pipeline is treated as a plane boundary and a no-slip boundary condition on pipe surface, is considered. The governing equations are solved using finite volume method in a Cartesian coordinate system. Based on numerical solutions, flow characteristics and effect of lee-wake vortices forming behind the pipeline in erosion tunnel are studied. It is found that mean flow velocity in the erosion tunnel is an appropriate parameter in calculation of Shields parameter and it can be applied in calculation of sheet-flow transport rate in determination of scour potential along seabed.