Hydraulic Jump on a Partially Vegetated Bed

Hydraulic jump may form when a supercritical flow runs over a vegetated bottom and change the downstream flow hydraulics and fluid properties after air-water mixing and energy dissipation at the flow transition. Unlike the abundant literature on hydraulic jump characteristics on engineered or natural sediment rough beds, little study of the vegetation roughness effects has been reported. New experiments were conducted by creating hydraulic jumps with identical inflow Froude numbers on smooth bed, fully and partly grated rough beds, and partially vegetated grate-rough beds covered with artificial plants of different densities. The free-surface dynamics and air-water flow properties were investigated with primary focus on the interaction between the flow and flexible vegetation barrier/roughness, in addition to the effects of Froude number and inflow roughness conditions. The characteristic jump and jump roller lengths were found shortened as the jump roller was deflected over the vegetation layer. The flow structure modification was observed with a steepening of the roller free-surface profile and enhanced surface wave propagation, especially when the flow experienced an invert roughness discontinuity at the toe. An increasing bubble detection frequency was obtained in non-vegetated channels when the bed was roughened, but additional vegetation on the rough invert caused reduction in the bubble frequency and cross-sectional mean air concentration by inducing roller deflection and air bubble detrainment. The results indicated that the effects of perturbing artificial flexible vegetation with relatively large plant height could be different from uniformly distributed rigid bed roughness elements and complicated by the time-varying flow-vegetation interaction. This article is protected by copyright. All rights reserved.