TECHNICAL NOTES
Feb 1, 1998

River Flood Flow and Its Energy Loss

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 2

Abstract

Due to the enlightenment from experiments performed in recent years, the kinetic energy equation has been applied to river flow, and results are presented. The main reason for discharge decrease in the main channel of river flow is that the energy distribution in the flow field is changed. First, a large amount of energy is consumed in the main channel. Second, a large amount of energy is dissipated in the vicinity of the demarcation between the main channel and the floodplain. This part of the energy is predominantly transferred from the main channel. From an analysis of experimental data, it is found that the distribution of discharge between the main channel and the floodplain is in accordance with flow energy loss, which can be expressed in the flow resistance coefficient. These physical processes in river flood flow are demonstrated on the basis of fluid mechanics and are verified by experimental data.

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References

1.
Ashida, K., Takahashi, T., and Takemoto, T. (1967). “Flood flow in a compound cross-sectional channel.”Annu., Disaster Prevention Res., 10(B), 133–145 (in Japanese).
2.
Knight, D. W., and Demetriou, J. D.(1983). “Flood plain and main channel interaction.”J. Hydr. Engrg., ASCE, 109(8), 1073–1092.
3.
Liu, B.-Y. (1991). “Study on sediment transport and bed evolution in compound channel,” PhD dissertation, Kyoto Univ., Japan.
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Pang, B. (1983). “Experimental study on the overbank flow and its energy loss.”Collected research papers of WCHPRI, Vol. 11, WCEP Press, 192–213 (in Chinese).
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Pang, B. (1995a). “A theoretical model for expenditure of energy in river flood flow.”Advances in hydro-science and engineering, Tsinghua University Press, Beijing, China, 1883–1889.
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Pang, B. (1995b). “Characteristics of flood flow in a channel of compound cross-section.”J. Sediment Res., 1, 16–21 (in Chinese).
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Sellin, R. H. J.(1964). “A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain.”LaHouille Blanche, 7, 793–802.
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Spitzen, I. P. (1962). “On the interaction of the main channel and the overflowing part on flood-plain.”Meteorology and Hydro., 10, 22–27 (in Russian).
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 2February 1998
Pages: 228 - 231

History

Published online: Feb 1, 1998
Published in print: Feb 1998

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Bingdong Pang
Prof., Beijing Inst. of Meteorology, 46, Bai Shi Qiao Rd., Beijing, 100081, People's Republic of China.

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