Flume Experiments on Wood Debris Jam at An Arch Bridge in Upstream River Reach during Flash Flood

Muhammad Islamy Rusyda(1), Shinya Ikematsu(2), Haruyuki Hashimoto(3),


(1) Universitas Muhammadiyah Mataram
(2) Departement of Civil Engineering Kyushu University 744 Motooka Nishi-ku Fukuoka Japan 819-0395
(3) Departement of Civil Engineering Kyushu University 744 Motooka Nishi-ku Fukuoka Japan 819-0395

Abstract

Abstract During our field surveys, two types of woody debris deposition were found. One is deposition of individual wood pieces and the other is formation of woody debris jams at obstructions such as a bridge. To investigate behavior of wood debris jam at a bridge, a series of flume experiments was performed in a smooth acrylic rectangular flume. A model of an arch bridge was used as an obstacle in river. The arch bridge was based on Yoriguci bridge. Wooden cylinder was used as model of wood debris. An interpretation of experimental results shows that the wood debris jam can be determined by number of released wood pieces and shaded area of obstructions. These experimental results also reveal that wood debris jam formed by the model bridge contribute to backwater rise. From investigation on flow around model bridge, it is clearly shown the presence of backwater rise caused by the number of wood pieces trapped by a model of an arch bridge. The results also show that the loss coefficient depends on trapped wood pieces. A simple procedure was proposed in this study which seem to provide for predicting backwater rise due to wood debris jam at obstructions.

Keywords

Wood Debris, Arch Bridge, Jam, Backwater Rise

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References

C.A. Braudrick and G.E. Grant, “Transport and Deposition of Large Woody Debris in Streams: A Flume Experiment,†Geomorphology, vol. 41, no. 4, pp. 263-283, 2001.

D.Bocchiola, M.C.Rulli and R.Rosso, “A Flume Experiment on The Formation of Wood Jams in Rivers,†Water Resources Research, vol. 44, no. 2, pp. 166-178, 2008.

L. Schmocker and W.H.Hager, “Probability of Drift Blockage at Bridge Decks,†Journal of Hydraulic Engineering, vol. 137, no. 4, pp. 269-274, 2011.

M. I. Rusyda, H. Hashimoto, S. Ikematsu and K. Sakada, “Characteristic of Woody Debris Deposition During the Yabe River Flood in Yame City, Japan: Northern Kyushu Flood Disaster in July, 2012,†Advances in River Sediment Research, edited by Fukuoka S., Nakagawa H., Sumi T., Zhang H. London: CRC Press, 2013.

M. I. Rusyda, H. Hashimoto and S. Ikematsu, “Log Jam Formation by an Obstruction in A River,†River Flow 2014, London: CRC Press, 2014.

M. I. Rusyda, K. Sakada, S. Ikematsu and H. Hashimoto, “An Investigation Into Woody Debris Trapped By Riparian Trees During The Yabe River Flood in Japan,†Proceedings of the 35th IAHR World Congress. Chengdu: Tsinghua University Press, 2013.

M. I. Rusyda, K. Sakada, S. Ikematsu and H. Hashimoto, “Backwater Rise Due To Bamboo Debris Accumulations at A Culvert Bridge During A Flood,†Proceedings of the 21st IAHR-APD Congress, Yogyakarta: Gadjah Mada University Press, 2018.

M. F. Maricar, M. I. Rusyda, S. Ikematsu and H. Hashimoto, “Flume Experiments on Log Accumulation at A Bridge in Mountain River,†Proceedings of the 21st IAHR-APD Congress, Yogyakarta: Gadjah Mada University Press, 2018.

T. H. Diehl, â€Potential Drift Accumulation at Bridges.†Report FHWA-RD-97-028. Washington: U.S. Dept. of Transportation, Federal Highway Administration, 1997.

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