Study on hydraulic resistance of erodible bed at the Chiyoda experimental flume

Author:

Kakinuma T.,Inoue T.,Akahori R.,Takeda A.

Abstract

Abstract. The authors made erodible bed experiments under steady flow condition at the Chiyoda Experimental Flume, a large-scale facility constructed on the floodplain of the Tokachi River, and observed sand waves on the bed of the flume. In this study, the characteristics of the sand waves are examined along the longitudinal survey lines and confirmed to be dunes. Next, the authors estimated Manning's roughness coefficients from the observed hydraulic values and assumed that the rise of the coefficients attributed to the sand wave development. Finally, vertical flow distribution on the sand waves are examined, and observed velocity distribution on the crest of waves found to be explained by the logarithmic distribution theory.

Publisher

Copernicus GmbH

Reference11 articles.

1. Engelund, F.: Hydraulic Resistance of Alluvial Streams. Journal of the Hydraulics Division, ASCE, Proc. ASCE, 92, 315–326, 1966.

2. Kishi, C. and Kuroki, M.: Bed Forms and Resistance to Flow in Erodible-Bed Channels (I), Bull. Fac. Eng., No. 67, Hokkaido University, Japan, 1973.

3. Kikkawa, H. and Ishikawa, T.: Hydraulic Resistance of Streams over Dunes and Ripples. Proc. JSCE, 281, 55–63, 1979.

4. Nakagawa, H. and Tsujimoto, T.: Experimental Study on Evolution of Sand Waves from an Initially Flattened Bed, Disaster Prevention Research Institute Annals, 19, 289–309, 1976.

5. Miwa, H. and Daido, A.: Mechanism of Flow Resistance in Alluvial Streams with Sand Waves and Prediction of Sediment Transport System, Proc. Hydr. Eng., 55, S758–S762, 2011.

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