Fully developed turbulent water-flow structure over one-side repeated-ribs in narrow two-dimensional rectangularchannels was investigated experimentally by Particle Image Velocimetry (PIV) and analytically by the stan...Fully developed turbulent water-flow structure over one-side repeated-ribs in narrow two-dimensional rectangularchannels was investigated experimentally by Particle Image Velocimetry (PIV) and analytically by the standardk-ε and nonlinear k-ε turbulent models. Two rib-pitch to height ratios (p/k) of 10 and 20 were investigated whilethe rib height was held constant at 4 mm. The rib height-to-channel equivalent diameter ratio (k/De) was 0.1. Thestreamwise mean velocity and turbulent kinetic energy distributions at six selected axial stations from the centerrib for the two Reynolds number (Re) of 7,000 and 20,000 were obtained and compared with the predicted one.The performance ability in predicting separating and reattaching turbulent water-flow between the standard K-eand nonlinear K-e models had yielded no clear conclusion. A large-scale turbulent eddy was generated by the ribpromoter and then propagated into the mainstream flow, which led to the deformation of the velocity profile. Theturbulent kinetic energy was increased about two times higher at p/k = 20 than that at p/k =10 under the twoReynolds numbers. The effect of the p/k value and the Reynolds number (Re) on reattachment length (XR) wasinvestigated and showed that the p/k and Re had no significant effect on the reattachment length beyond a criticalvalue of Re =15,000 where XR was found to be approximately 4 times of the rib height under water-flow condition.展开更多
文摘Fully developed turbulent water-flow structure over one-side repeated-ribs in narrow two-dimensional rectangularchannels was investigated experimentally by Particle Image Velocimetry (PIV) and analytically by the standardk-ε and nonlinear k-ε turbulent models. Two rib-pitch to height ratios (p/k) of 10 and 20 were investigated whilethe rib height was held constant at 4 mm. The rib height-to-channel equivalent diameter ratio (k/De) was 0.1. Thestreamwise mean velocity and turbulent kinetic energy distributions at six selected axial stations from the centerrib for the two Reynolds number (Re) of 7,000 and 20,000 were obtained and compared with the predicted one.The performance ability in predicting separating and reattaching turbulent water-flow between the standard K-eand nonlinear K-e models had yielded no clear conclusion. A large-scale turbulent eddy was generated by the ribpromoter and then propagated into the mainstream flow, which led to the deformation of the velocity profile. Theturbulent kinetic energy was increased about two times higher at p/k = 20 than that at p/k =10 under the twoReynolds numbers. The effect of the p/k value and the Reynolds number (Re) on reattachment length (XR) wasinvestigated and showed that the p/k and Re had no significant effect on the reattachment length beyond a criticalvalue of Re =15,000 where XR was found to be approximately 4 times of the rib height under water-flow condition.
