Similarity Laws of Distorted Model with a Movable Bed and its Validity

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Abstract:

The theoretical backing of the similarity laws obtained from dual dimensionless parameters of the bed-form classification diagram is given by solving the equations of similarity conditions which is obtained from 1-Dimensional equation of motion, continuity equation, bed deformation equation and the formula of bed load transport. Secondly, the validity of the similarity laws is confirmed by comparing the bed form of distorted model experiment with that of undistorted model experiments performed by Hokkaido Development Bureau (H.D.B.). And also the fact that the height of bar in a gentle curved river channel can be estimated by the result of distorted model of straight flume is found.

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Advanced Materials Research (Volumes 383-390)

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4413-4423

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November 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Einstein, H. A. and Chien N. (1956), Similarity of Distorted River Models with Movable Beds, Trans. ASCE, Vol. 121, pp.440-457.

DOI: 10.1061/taceat.0007300

Google Scholar

[2] Fukuoka, S. and K. Uchijima (1989), Distribution of Sediment Transport Rate over Alternate Bars, Proceedings of The Fourth International Symposium on River Sedimentation, pp.811-818.

Google Scholar

[3] Hasegawa, K. (1988), Water-flow and Bed Configurations of Mountain River, Lecture Notes of The 24st Summer Seminar on Hydraulic Engineering, Course A, A-8, pp.1-22 (In Japanese).

Google Scholar

[4] Hokkaido Development Bureau Engineering Research Institute (1995), Report on the Large Scale Hydraulic Model Experiment for the Rapids, Hokkaido Development Bureau (In Japanese).

Google Scholar

[5] Sukegawa, N. (1972), Criterion for Alternate Bar Formation in Experimental Flumes, Proceedings of the Japan Society of Civil Engineers, Vol. 207, pp.47-50 (In Japanese).

DOI: 10.2208/jscej1969.1972.207_47

Google Scholar

[6] Uchijima, K. and H. Hayakawa (1993. 11), A Study on Similarity Law of Distorted River Models with Alternate Bar Beds, Journal of JSCE, No. 479/II-25, pp.71-79 (In Japanese).

DOI: 10.2208/jscej.1993.479_71

Google Scholar

[7] Uchijima, K. (1995), Similarity Law on Meso-Scale Bed Configurations, Lecture Notes of the 31st Summer Seminar on Hydraulic Engineering, Course A, A-4, pp.1-16 (In Japanese).

Google Scholar

[8] Uchijima, K., Y. Ide, M. Kaji, N. Uyama and H. Hayakawa (1995), Study on the Chubetsu River by Distorted Model Experiments with a Movable Bed, Proceedings of the Hokkaido Branch of JSCE, Vol. 51, pp.178-183 (In Japanese).

Google Scholar

[9] Uchijima, K., K. Takagi, Y. Ide, M. Kaji and H. Hayakawa (1997), Prediction of Bed Variation during a Flood by Distorted Model Experiments with a Movable Bed, Annual Journal of Hydraulic Engineering, JSCE, Vol. 41, pp.1003-1010 (In Japanese).

DOI: 10.2208/prohe.41.1003

Google Scholar

[10] Watanabe, Y., K., Hasegawa, K., Kitajyou (1990), Influence of Hydraulic Factors on Bed Erosion, Annual Journal of Hydraulic Engineering, JSCE, Vol. 34, pp.313-318 (In Japanese).

DOI: 10.2208/prohe.34.313

Google Scholar

[11] Yalin, M. S.: Theory of Hydraulic Models, Macmillan, 266p, (1971).

Google Scholar