Storm resampling for uncertainty analysis of a multiple-storm unit hydrograph

Journal of Hydrology

Volumn 194, Issue 1-4, 1997, Pages 366-384

  Zhao, Bing ^a,d   Tung, Yeou Koung ^b   Yeh, Keh Chia ^c   Yang, Jinn Chuan ^c  

^a Arizona State University   (United States)

^b UNIVERSITY OF WYOMING   (United States)

^c NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^d Flood Control District of Maricopa   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

STORM RESAMPLING TECHNIQUE; UNIT HYDROGRAPH (UH);

HYDROLOGIC INSTRUMENTS; LEAST SQUARES APPROXIMATIONS; MATHEMATICAL MODELS; OPTIMIZATION; RAIN; SAMPLING; STORMS; WATERSHEDS;

HYDROLOGY;

BOOTSTRAP METHOD; MULTIPLE STORM; STORM RESAMPLING; UNCERTAINTY ANALYSIS; UNIT HYDROGRAPH;

TAIWAN;

EID: 0031193946     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0022-1694(96)03112-5     Document Type: Article

References (31)

1. Bree, T., 1978a. The stability of parameter estimation in the general linear model. J. Hydrol., 37: 47-66.
2. Bree, T., 1978b. The general linear model with prior information. J. Hydrol., 37: 113-127.
3. Bruen, M. and Dooge, J.C.I., 1984. Efficient and robust method for estimating unit hydrograph ordinates. J. Hydrol., 70(1/4): 1-24.
4. Chow, V.T., Maidment, D.R. and Mays, L.W., 1988. Applied Hydrology. McGraw-Hill, New York, 572 pp.
5. Davison, A.C., Hinkley, D.V. and Schechtman, E., 1986. Efficient bootstrap simulation. Biometrika, 73(3): 555-566.
6. Diskin, M.H. and Boneh, A., 1975. Determinations of an optimal IUH for linear, time invariant systems from multi-storm records. J. Hydrol., 24(1/2): 57-76.
7. Dooge, J.C.I. and Bruen, M., 1989. Unit hydrograph stability and linear algebra. J. Hydrol., 111(1-4): 377-390.
8. Efron, B., 1977. Bootstrap methods: another look at the jackknife. Report No. 32, Division of Biostatistics, Stanford University.
9. Efron, B., 1982. The jackknife, the bootstrap and other resampling plans. Conference Board of Mathematical Science 38, Society for Industrial and Applied Mathematics.
10. Efron, B., 1987. Better bootstrap confidence intervals. J. Am. Stat. Assoc., 82(397): 171-200.
11. Efron, B. and Tibshirani, R., 1986. Bootstrap methods for standard errors, confidence intervals, and other measures of statistical accuracy. Stat. Sci., 1(1): 54-77.
12. Efron, B. and Tibshirani, R.J., 1993. An Introduction to the Bootstrap. Monographs on Statistics and Applied Probability, 57, Chapman & Hall, New York, NY.
13. Gleason, P.E., 1988. Algorithms for balanced bootstrap simulations. Am. Stat., 42(4): 263-266.
14. Hjelmfelt, A. and Wang, M., 1994. General stochastic unit hydrograph. J. Irrig. Drain. Eng., ASCE, 120(1): 138-148.
15. Hromadka, T.V., Whitley, R.J., McCuen, R.H. and Yen, C.C., 1992. Development of confidence interval estimates for predictions from a rainfall-runoff model. Environ. Software, 7: 61-72.
16. Kitanidis, P.K. and Bras, R.L., 1979. Collinearity an stability in the estimation of rainfall-runoff model parameter. J. Hydrol., 42: 91-108.
17. Mawdsley, J.A. and Tagg, A.F., 1981. Identification of unit hydrographs from multi-event analysis. J. Hydrol., 49: 315-327.
18. Mays, L.W. and Coles, L., 1980. Optimization of unit hydrograph determination. J. Hydraul. Eng., ASCE, 106(HY1): 85-97.
19. Mays, L.W. and Taur, C.K., 1982. Unit hydrographs via nonlinear programming. Water Resour. Res., 18(4): 744-752.
20. Morel-Seytoux, H.J., 1982. Optimization methods in rainfall-runoff modeling. In: V.P. Singh (Editor), Rainfall-Runoff Relationship. Water Resource Publications, Littleton, CO, pp. 487-506.
21. Nalbantis, I., Obled, Ch. and Rodriguez, J.Y., 1995. Unit hydrograph and effective precipitation identification. J. Hydrol., 168: 127-157.
22. Rao, A.R. and Tirtotjondro, W., 1995. Computation of unit hydrographs by a Bayesian method. J. Hydrol., 164: 325-344.
23. Sarino, S.E. and Serrano, S.E., 1990. Development of the instantaneous unit hydrograph using stochastic differential equations. Stoch. Hydrol. Hydraul., 4: 15.
24. Sherman, L.K., 1932. Stream flow from rainfall by unit-graph method. Eng. News Rec., 108: 501-505.
25. Singh, V.P., 1988. Hydrologic Systems. Vol. I, Prentice Hall, Englewood Cliffs, NJ.
26. Singh, V.P., Baniukiewicz, A. and Ram, R.S., 1982. Some empirical methods of determining the unit hydrograph. In: V.P. Singh (Editor), Rainfall-Runoff Relationships. Water Resources Publications, Littleton, CO, pp. 67-90.
27. Tung, Y.K. and Yen, B.C., 1993. Some recent progress in uncertainty analysis for hydraulic structure designs. In: B.C. Yen and Y.K. Tung (Editors), Reliability and Uncertainties in Hydraulic Designs. ASCE, New York, NY, pp. 17-34.
28. Yang, J.C., Tung, Y.K., Tarng, S.Y. and Zhao, B., 1992. Uncertainty analysis of hydrologic models and its implications on reliability of hydraulic structures (1). Tech. Rep., Agricultural Council, Executive Yuan, Taiwan, Republic of China (in Chinese).
29. Yen, B.C., Cheng, S.T. and Melching, C.S., 1986. First order reliability analysis. In: B.C. Yen (Editor), Stochastic and Risk Analysis in Hydraulic Engineering. Water Resources Publications, Littleton, CO.
30. Zhao, B. and Tung, Y.K., 1994. Determination of optimal unit hydrographs by linear programming. Water Resour. Manage., 8: 101-119.
31. Zhao, B., Tung, Y.K. and Yang, J.C., 1994. Determination of unit hydrographs by multiple storm analysis. Stoch. Hydrol. Hydraul., 8: 269-280.