THE COMPUTATION OF FLOW DEVELOPMENT THROUGH STATIONARY AND ROTATING U-DUCTS OF STRONG CURVATURE

This article presents comparisons between predictions, obtained during the course of this investigation, and recently produced measurements of the flow development through a square cross-sectioned U-bend of str ong curvature, Rc/D = 0.65, that is either stationary or in orthogonal rotation. For the stationary case, four turbulence models have been t ested; a high-Re k-epsilon model interfaced with the low-Re 1-equation model in the near-wall regions, a high-Re algebraic second-moment (AS M) closure with the low-Re 1-equation model in the near-wall regions, and two versions of a low-Re ASM model. The two low-Re ASM models retu rn noticeably better predictions of the flow development. There is, ho wever further scope for improvement, especially in the downstream sect ion. Two rotating flow cases have been computed both with the axis of rotation parallel to the axis of bend curvature; one at a positive rot ation number R(0) = Omega D/W-b of 0.2 and one at R(0) = -0.2. In the case of positive rotation, where the Coriolis and curvature forces rei nforce each other, the flow predictions of the low-Re ASM are in very close agreement with the data. When the section is not well reproduced by the low-Re ASM model. More refined turbulence models are thus nece ssary when the curvature and Coriolis forces oppose each other.