Comparison of Turbulent Intensity Component of the Stratified Flow in the Braided River with Different Upstream Flowrates

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The physical model experiment was carried out to study the effect of velocity ratio of two layers on the turbulence intensity of stratified flow in the typical braided rivers with two symmetrical anabranches. Two velocity ratios were selected, and the distributions of depth-averaged turbulent intensity component in the left anabranch were analyzed. When velocity ratio became smaller, the turbulent intensity increased and peak turbulent intensity zone transferred from the left area of centerline to the right area of centerline at the section before the bend apex of the anabranch. In the outlet section of the anabranch, turbulent intensity increased at the inner bank. The distributions of lateral-averaged turbulence intensity components in the vertical sections of left anabranch were also analyzed. Turbulence intensity component in the interface of hot and cold water was both high in two velocity ratios. As water flowed downstream, the difference of turbulent intensity component in the vertical direction decreased obviously.

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554-558

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October 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Kejian Chu, Zulin Hua, Huimin Wang, Linghang Xing, Hongxing Zhang: Advances in Water Science Vol. 16 (2005), p.13. in Chinese.

Google Scholar

[2] Zulin Hua, Kejian Chu, Linghang Xing: Advances in Water Science Vol. 16 (2005), p.203. in Chinese.

Google Scholar

[3] Di Wu, Keming Sun, Weidong Guo: Journal of Shenyang Agricultural University. 01 (2009), p.76. in Chinese.

Google Scholar

[4] V.S. Neary, B. Gunawan, D.C. Sale: Renewable and Sustainable Energy Reviews. 26(2013), p.437.

Google Scholar

[5] Yang Gao , Hongxing Lu, Jia Yu: Journal of China Rural Water and Hydropower . 01(2011). p.97. in Chinese.

Google Scholar

[6] G.K. Dutzler, B.A. Pettersson-reif, H.I. Audersson: International Journal of Heat and Fluid Flow. 21 (2011), p.44.

Google Scholar

[7] Guangyang Xu, Kai Shi: Journal of Shanxi Architecture. 12(2007). p.355. in Chinese.

Google Scholar

[8] Weifeng Wang, Pingyi Wang, ,Jingtao Zheng, Huaihan Liu: Journal of Port & Waterway Engineering. 426(2009). p.117. in Chinese.

Google Scholar

[9] Fangfang Ren, Juhai Guo, Gaoyang Li, Guangan Zhu, Zhenxing Zhao : Journal of Yangtze River. 42(2011). p.146. in Chinese.

Google Scholar

[10] Yueqin Liu, Yanchun Wang: Journal of South China University of Technology(Natural Science Edition). 31(2003). p.89. in Chinese.

Google Scholar

[11] Jinyou Lu, Haitao Xu, Ming Yao: Journal of Hydraulic Engineering. 09 (2005). p.1029. in Chinese.

Google Scholar

[12] Guangquan Yang, Boyan Zhou: Journal of Jilin Water Resources. 329(2009). p.39. in Chinese.

Google Scholar

[13] Li Su, Guozheng Jia: Journal of Water Resources and Power. 29(2011). p.95. in Chinese.

Google Scholar

[14] Li Gu, Zulin Hua, Kejian Chu, Xiaodong Liu: Journal of Hohai University (Natural Science Edition) Vol. 39 (2011), p.475. in Chinese.

Google Scholar