Experimental Study on Aspect Ratio and Velocity Intensity of Scour Around Submerged Pile Groups

Abstract

Submerged pile groups are important components of complex piers in hydraulic engineering and are analogs for a range of subsea structures. These may sustain severe damages from local scour. The velocity intensity (U / Uc, the ratio of critical velocity to mean velocity) and aspect ratio (H / Dp, the ratio of pile height to pile diameter) are critical variables in this scour process. However, previous studies on scour around submerged pile groups were conducted in clear-water conditions (U / Uc < 1). In addition, many research studies are being conducted in shallow water flow conditions, which cannot eliminate the effect of the water depth on the scour process. Thus, these research studies cannot directly be applied to live-bed scour around submerged structures. To expand the velocity intensity and aspect ratio of scour around submerged pile groups, flume experiments were conducted with uniform quartz sand in both clear-water and live-bed conditions. Pile groups with different heights are adopted as experimental models. An improved time factor for both clear-water and live-bed scour around submerged structures is determined with the present experiments to extrapolate the scour depth of the present work to the equilibrium scour depth. This new time factor is then tested with experimental data from the literature. The tests demonstrate that this new time factor can reliably predict the scour process and equilibrium scour depth for submerged structures. Empirical relationships to demonstrate the effects of the studied variables including the equilibrium scour depth, scour area, and scour volume are presented. Different methods to predict the effects of the velocity intensity and aspect ratio on the scour depth are compared based on the present work. Furthermore, a correction coefficient is proposed to illustrate the effect of aspect ratio on scour depth. Then, equations of scour area and volume are derived according to the present experiments.

Experimental and Numerical Studies on Local Scour around Closely Spaced Circular Piles under the Action of Steady Current

“…The main reason for this discrepancy is that the velocity intensity in the present work was very low, while that in the work of Sumer and Fredsøe [5] was close to U c . The interaction between velocity intensity and pile spacing has been experimentally studied [9,40].…”

“…Scour has been identified as a major threat in coastal engineering [5], which includes the scour around pipeline [6][7][8], pile foundation [9,10], and gravity-type breakwaters [11][12][13][14]. Many researchers have studied the scour around such structures.…”