UNCERTAINTY OF PEAK RUNOFF HEIGHT ASSOCIATED WITH UNCERTAINTY OF WATER HOLDING CAPACITY AND RAINFALL PATTERN

Author:

SUPRABA Intan1,YAMADA Tomohito J.2

Affiliation:

1. Graduate School of Engineering, Hokkaido University

2. Faculty of Engineering, Hokkaido University

Publisher

Japan Society of Civil Engineers

Reference16 articles.

1. 1) Kimura, T. : The storage function method (II), Technical Report in Civil Engineering, pp. 41-51, 1962 (in Japanese).

2. 2) Takasao, T., Shiiba, M., Takara, K. : A stochastic method of real-time flood prediction in a basin which consists of several sub-basins, Annual Report of Disaster Prevention Research Institute, No. 26, B-2, Kyoto University, 1983 (in Japanese).

3. 3) Yamada, T. and Yamazaki, K. : The influence of the distribution of field moisture capacity on runoff, Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), Vol. 27, pp. 385-392, 1983.

4. 4) Carpenter, T. M. and Georgakakos, K. P. : Intercomparison of lumped versus distributed hydrologic model ensemble simulations on operational forecast scale, Journal of Hydrology, Vol. 329, pp. 174-185, 2006.

5. 5) Yoshimi, K., Yamada, T., Yamada, T. J. : Assessment of uncertainty in rainfall-runoff analysis incorporating stochastic differential equation, Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), Vol. 71, No. 4, I_259-I_264, 2015.

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