APPLICATION OF THE POROSITY-BED VARIATION MODEL CONSIDERING THE SHELTERING EFFECT OF IMMOBILE SEDIMENT TO THE FIELD EXPERIMENT ON SEDIMENT SUPPLY
Author:
Affiliation:
1. CTI Engineering Co., Ltd.
2. Disaster Prevention Research Institute, Kyoto University
Publisher
Japan Society of Civil Engineers
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.jstage.jst.go.jp/article/journalofjsce/11/1/11_22-00342/_pdf
Reference15 articles.
1. 1) Fujita, K., Yamahara, Y., Tomita, Y., Ito, K. and Oro, T. : Experimental study on the relation of sand deposits on a large-gravel bed surface to suspended sand loads, Proceedings of Hydraulic Engineering, Vol. 52, pp. 547-552, 2008 (in Japanese).
2. 3) Sekine, M., Hiramatsu, Y. and Nakagawa, Y. : Vertical sorting mechanism on riverbed composed of boulders as framework, Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), Vol. 74, Issue 4, pp. I_1069-I_1074, 2018 (in Japanese).
3. 4) Mizoguchi, A. : Importance of evaluating both surface roughness and porosity in the phenomenon of passing fine sand through the bed consisting of gravels, Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), Vol. 74, Issue 5, pp. I_1147-I_1152, 2018 (in Japanese).
4. 5) Egashira, S., Ashida, K. and Nishimoto, N. : The role of steppool bed form in sediment transport, Proceedings of The Japanese Conference on Hydraulics, Vol. 30, pp. 223-228, 1986 (in Japanese).
5. 6) Izumi, N. and Parker, G. : Equilibrium cross-sectional geometry of gravel rivers transporting suspended sediment, Journal of JSCE, Issue 565, pp. 43-55, 1997 (in Japanese).
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