Study on Evolution of River Bed and Flood Prediction at Lanzhou Section of Yellow River

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Yellow River through Lanzhou city, so flood prevention is a very important for Lanzhou city. On the basis of the hydrologic data from 1951 to 2011 year, using river engineering model experiment, design flows and design flood hydrograph of Lanzhou section of Yellow River was simulated. On the basis of the hydrologic data from 1951 to 2011 year, evolution of river bed at Lanzhou section of Yellow River was analyzed. Sedimentation has been increasing slowly since 60 years. By the river engineering model experiments, a river-dredging plan, river width is planned 300 m, had been put forwarded. And the design flood level and water surface profile in different design flood (5600 m3/s,6500 m3/s,7920 m3/s,8350 m3/s) of Lanzhou section are gotten. It is forecast that occurrence of deluge is possible.

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304-307

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June 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] L. Jian-lin, Z. Chang-rui. River engineering model and flood prediction at Lanzhou section of Yellow River, Journal of Gansu Agricultural University, Vol.39, No.6, (2004), pp.713-717.

Google Scholar

[2] L. Bao-ru. Physical Model Design for River Sedimentation in China, Journal of Sediment Research, Vol.6, (1991), pp.10-16.

Google Scholar

[3] S. Lian-cheng, H. Yi-feng, Z. Hui-min. Experimental study of sedimentation in hydrophilic segment of artificial beach, Journal of Sediment Research, Vol.4, (2011), pp.44-50.

Google Scholar

[4] W. Men-wu, Y. Li, Z. Jia-yu, et. al.. Lingdingyang Bay Sediment Deposition Model Test, Pearl River, Vol.2, (2012), pp.7-10.

Google Scholar

[5] S. Yun-cheng. Experimental study on scouring and silting stability of the man-made beach in Dongjiang Harbor Area of Tianjin Port, Port & Waterway Engineering, Vol.424, No.2, (2009), pp.7-12.

Google Scholar

[6] L. Bao-guo, L. Hong-zhen, S. Wei-hua, et. al. Analysis on Flood Sediment characteristics of the middle and lower Yellow River under current project conditions, Yellow River, Vol.34, No.12, (2012), pp.9-11.

Google Scholar

[7] H. Wenshe. Research on the relationship between river canalization width and the flood at Lanzhou section of the Yellow River[J].Journal of Lanzhou railway university, Vol.19, No.3, (2000), pp.31-34.

Google Scholar

[8] Z. Hongwu. The theory of the law of similarity in movable bed abnormal physical model[A],The second set scientific papers in HuangKe court. Henan Science and technology Press, Zhengzhou,(1990).

Google Scholar

[9] L. Jian-lin, G. Xiao-dong. Flood control and regulation of the Yellow River at Lanzhou section[J]. Journal of Gansu Agricultural University, Vol.36, No.3, (2001), pp.306-309.

Google Scholar