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The vertical gradient of suspended sediment concentration often exists in estuarine and coastal regions. The existence of such concentration gradient, particular that of cohesive suspended sediment concentration gradient, affects the flow velocity profile. Based on the wave-current full depth combined model, k-ε turbulent model is employed in this paper to simulate the effect of sediment concentration on the wave-current flow. A quantitative analysis of change mechanism of mean velocity profile is presented. The results show that the change mechanism of Eulerian mean current velocity under clear water is different from that under sediment-water mixed flow. 相似文献
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近年来人们将流致振动(FIV)作为一种新的能源利用手段,针对圆柱型振子开展了较多的研究。随着研究的深入,发现异型截面振子因振动特性不同于圆柱型振子而具有更好的能量汲取特性。本文利用自循环水槽进行T形截面振子流致振动特性试验研究,对比研究T形振子与圆柱振子的流致振动响应差异,分析其能量捕获能力的优劣及适用范围,以期揭示阻尼比对T形振子的振动特性的影响。结果表明:不同于圆形截面振子,T形截面振子的振动表现为"非自限制"特性,出现驰振分支;增大阻尼会抑制T形截面振子的振动与驰振发生的可能性;相对于圆柱型振子而言,T形振子更适用于大流速下的能量汲取。 相似文献
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