Technical Papers
Aug 7, 2012

Evaluation of Parameter Characteristics of a Storage Function Model

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 2

Abstract

Applying a lumped runoff model in ungauged basins requires the relationships between the parameter characteristics of a model with watershed characteristics. The authors of this study designed various methods to evaluate the parameter characteristics of the storage function model using the kinematic wave model. They applied genetic algorithms to 101 observed events at 17 dam basins in Korea. The results confirmed that there is a limit to developing an empirical equation for parameter estimation on the basis of observed data. As part of the measures taken to overcome the limit, a runoff simulation was implemented that considered 35,000 various conditions by configuring virtual basins, and the parameter of the storage function model was evaluated based on the results. Hence, the authors discovered that a lag time of the storage function method is primarily determined to be closely connected with the characteristics of the longest stream, and the storage coefficient has high relevancy with the basic characteristics.

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Acknowledgments

This study was supported financially by the Construction Technology Innovation Program (08-Tech-Inovation-F01) through the Research Center of Flood Defense Technology for Next Generation in Korea Institute of Construction & Transportation Technology Evaluation and Planning (KICTEP) of Ministry of Land, Transport and Maritime Affairs (MLTM).

References

Aoki, H., Ishizaki, K., Kishiii, T., and Haesegawa, T. (1979). “The research report in the experimental basin in all Japan.” J. Res., The Public Works Research Institute, 21(8), 23–30.
Aoki, H., Usui, N., and Kon, H. (1976). “One estimation method of the lag time Tl in the storage function method.” J. Res., 18(6), 29–43.
Choi, J. N., Ahn, W. S., Kim, H. S., and Park, M. K. (2010). “Evaluation of parameter characteristics of the storage function model using the kinematic wave model.” J. Korean Soc. Hazard Mitigation, 10(4), 95–104.
Choi, J. N., Ahn, W. S., Kim, T. G., and Chung, G. H. (2009). “Development of Empirical Formulas for Storage Function Method.” J. Korean Soc. Hazard Mitigation, 9(5),125–130.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1998). Applied hydrology, McGraw-Hill, Singapore.
Hoshihata, K. (1972). “On the relation between rainfall and runoff—mainly on a watershed slope.” Japan Soc. Civ. Eng.
Kim, J. C., and Lee, S. J. (2009). “Hack’s Law and the geometric properties of catchment plan-form.” J. Korea Water Resour. Assoc., 42(9), 691–702.
Kimura, T. (1961). “The flood runoff analysis by the storage function model.” The Public Works Research Institute Ministry of Construction.
Korea Institute of Construction Technology (KICT). (2005). “Research on the evaluation and improvement for the flood warning systems (1st year).” Ministry of Construction and Transportation, Korea.
Korea Institute of Construction Technology (KICT). (2006). “Research on the evaluation and improvement for the flood warning systems (2nd year).” Ministry of Construction and Transportation, Korea.
Kuribayashi, M., and Sadamichi, N. (1969). “The characteristics and runoff analysis method in a drainage system.” The Public Works Research Institute.
Laurenson, E. M. (1964). “A catchment storage model for runoff routing.” J. Hydrol., 2(2), 141–193.
Laurenson, E. M. (1965). “Storage routing methods of flood estimation.” Civil engineering transaction, Institution of Engineers, Australia, 39–47.
Lee, U. T., Lee, D. H., and Lee, J. H. (1999). The flood runoff analysis method, Goomiseogwan, Seoul.
Nagai, A., Kadoya, M., Sugiyama, H., and Suzuki, K. (1982). “Synthesizing storage function model for flood runoff analysis.” Disaster Prev. Res. Inst. Ann., 25B-2, 207–220.
Prasad, R. (1967). “A nonlinear hydrologic system response model.” Proc., ASCE, HY4, 201–219.
Sorooshian, S., and Gupta, V. K. (1995). “Model calibration.” Computer models of watershed hydrology, V.-P. Singh, ed., 23–68.
Sugiyama, H., Kadoya, M., Nagai, A., and Lansey, K. (1997). “Evaluation of the storage function model parameter characteristics.” J. Hydrol., 191(1–4), 332–348.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 2February 2014
Pages: 308 - 318

History

Received: Sep 20, 2011
Accepted: Jun 27, 2012
Published online: Aug 7, 2012
Discussion open until: Jan 7, 2013
Published in print: Feb 1, 2014

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Authors

Affiliations

Minkyu Park [email protected]
Dept. of Disaster Mitigation and Safety Science, JUNWON Univ., Goesan KSXX0037, Korea. E-mail: [email protected]
Duckgil Kim [email protected]
Dept. of Civil Engineering, INHA Univ., Incheon KSXX0009, Korea (corresponding author). E-mail: [email protected]
Jaewon Kwak [email protected]
Dept. of Civil Engineering, INHA Univ., Incheon KSXX0009, Korea. E-mail: [email protected]
Hungsoo Kim [email protected]
Dept. of Civil Engineering, INHA Univ., Incheon KSXX0009, Korea. E-mail: [email protected]

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