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Three-Dimensional Turbulence Intensity in a Compound Channel

机译:复合通道中的三维湍流强度

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Experimental research was undertaken to investigate the changes in spatial turbulence intensity in a compound channel and the influence of rigid, emergent floodplain vegetation on turbulence intensity. Five tests for two various roughness values of floodplains were realized. In the first series of experiments (three tests), the surface of the main channel bed was smooth and made of concrete, whereas the floodplains and sloping banks were covered by cement mortar composed of terrazzo. In the second set of experiments (two tests), emergent vegetation (trees) on the floodplains, modeled by aluminum pipes, was added. Instantaneous velocities were measured with the use of a three-component acoustic Doppler velocity meter. The influence of floodplain trees, on the distributions of relative turbulence intensity (u'/U, v'/U, w'/U) in the main channel and on the floodplains was presented. It was found that the longitudinal (u'/U) and transverse (v'/U) turbulence values decreased from the bottom upward to the floodplain elevation (z/h = 0.56) in the main channel but remained constant above the floodplain level. Vertical relative turbulence intensity (w'/U) increased going up from the bottom until z/h = 0.15, decreased until about z/h = 0.7, and then increased again upward to the water surface. Trees on the floodplains resulted in changes in vertical distributions of the relative turbulence intensities in all three directions on the floodplains and over the bottom of the main channel. In the main channel bed of the compound channel with emergent vegetation (trees) on the floodplains, the values of longitudinal and transverse relative turbulence intensities decreased from the bottom upward to a depth of z/h = 0.35, and then these values increased upward to the water surface. Vertical relative turbulence intensity increased with the distance from the bottom until z/h = 0.15, decreased until z/h = 0.4 and then increased again upward to the water surface. The distributions of relative turbulence intensities were described with regression equations.
机译:进行了实验研究,以研究复合通道中空间湍流强度的变化以及刚硬的洪泛区植被对湍流强度的影响。对洪泛区的两种不同粗糙度值进行了五项测试。在第一个系列实验(三个测试)中,主渠道床的表面光滑且由混凝土制成,而洪泛区和倾斜的河岸被水磨石组成的水泥砂浆覆盖。在第二组实验(两个测试)中,添加了以铝管为模型的洪泛区上出现的植被(树木)。使用三分量声多普勒速度计测量瞬时速度。提出了漫滩树木对主要河道和漫滩中相对湍流强度分布(u'/ U,v'/ U,w'/ U)的影响。发现在主河道中,纵向(u'/ U)和横向(v'/ U)湍流值从底部向上减小到洪泛区高程(z / h = 0.56),但在洪泛区水平以上保持恒定。垂直相对湍流强度(w'/ U)从底部开始增加,直到z / h = 0.15,然后减小直到大约z / h = 0.7,然后再次向上上升到水面。洪泛区上的树木导致洪泛区和主干道底部的所有三个方向的相对湍流强度的垂直分布发生变化。在洪泛平原上出现植被(树木)的复合河道的主河床中,纵向和横向相对湍流强度的值从底部向上减小到深度z / h = 0.35,然后这些值向上增大到水面。垂直相对湍流强度随从底部到z / h = 0.15的距离而增加,直到z / h = 0.4时才减小,然后再次向上到达水面。用回归方程描述了相对湍流强度的分布。

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