Technical Papers
Jun 13, 2014

Diverging Kinematic Wave Flow

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Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 11

Abstract

The governing equation for kinematic wave (KW) flow on a diverging alluvial fan is derived and presented with comparison with observed data. The key factors to describe a diverging KW flow are found to be the angle of apex, radius of alluvial fan area, ground surface slope, and rainfall intensity. The sensitivity tests indicate that under a specified condition, the rectangular KW flow is the enveloping curve for all diverging KW flows. The wider the angle of apex, the closer the diverging KW flow becomes similar to the rectangular KW flow. The analytical solution derived in this study provides the time to equilibrium and the peak flow on the diverging KW hydrograph. Both parameters are important for peak flow predictions. The new equation derived in this study offers a deterministic approach to define the base flood flow and the corresponding floodplain boundaries on the alluvial fan. It is believed that the approach outlined in this paper presents a significant improvement to the current practice on alluvial floodplain hydrology and hydraulics.

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References

Agiralioglu, N., and Singh, V. P. (1980). “A mathematical investigation of diverging surface overland flow, 2. Numerical solutions and applications.”, Eng and Industrial Res. Station, Mississippi State Univ., Mississippi State, MS.
FAN: An alluvial fan flooding computer program. (1990). Federal Emergency Management Agency, Washington, DC.
FEMA. (1989). “Alluvial fans: Hazards and management.” Federal Emergency Management Agency, Washington, DC.
FEMA. (2000). “Guidelines for determine flood hazards on alluvial fans.” Federal Emergency Management Agency, Washington, DC.
French, R. H. (1992). “Preferred directions of flow on alluvial fans.” J. Hydraul. Eng., 1002–1013.
Guo, J. C. Y. (1998). “Overland flow on a pervious surface.” Water Int., 23(2), 91–96.
Hydrologic Engineering Center. (1993). “Introduction and application of kinematic wave routing techniques using HEC-1.” United States Army Corps of Engineers, Davis, CA.
Izzard, C. F. (1946). “Hydraulics of runoff from developed surfaces.” Proc. Highway Res. Board, 26, 129–146.
Langford, K. J., and Turner, A. K. (1973). “An experimental study of the application of kinematic wave theory to overland flow.” J. Hydrol., 18(2), 125–245.
Mukhopadhyay, B., Cornelius, J., and Zehner, W. (2003). “Application of kinematic wave theory for predicting flash flood hazards on coupled alluvial fan–piedmont plain landforms.” Hydrol. Process., 17(4), 839–868.
Muzik, I. (1973). “State variable model of surface runoff from a laboratory catchment.” Ph.D. dissertation, Univ. of Alberta, Edmonton, AB, Canada.
National Research Council. (1996). “Alluvial fan flooding.” National Academy Press, Washington, DC, 172.
Singh, V. P., and Agiralioglu, N. (1981). “Diverging overland flow.” Adv. Water Resour., 4(3), 117–124.
Wooding, R. A. (1965). “A hydraulic mode for a catchment-stream problem.” J. Hydrol., 3(3–4), 254–267.
Woolhiser, D. A., and Ligget, J. A. (1967). “Unsteady one dimensional flow over a plane: The rising hydrograph.” Water Resour. Res., 3(3), 753–771.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 140Issue 11November 2014

History

Received: Nov 10, 2013
Accepted: Apr 17, 2014
Published online: Jun 13, 2014
Published in print: Nov 1, 2014
Discussion open until: Nov 13, 2014

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Authors

Affiliations

James C. Y. Guo, M.ASCE [email protected]
Professor and Director, Hydrology and Hydraulics Graduate Program, Civil Engineering, Univ. of Colorado Denver, P.O. Box 173363, Campus Box 113, Denver, CO 80217-3363 (corresponding author). E-mail: [email protected]
Eric S. C. Hsu, M.ASCE [email protected]
Ph.D. Candidate, Civil Engineering, Univ. of Colorado Denver, P.O. Box 173363, Campus Box 113, Denver, CO 80217-3363. E-mail: [email protected]

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