Nonparametric Monte Carlo Simulation for Flood Frequency Curve Derivation: An Application to a Korean Watershed
暂无分享,去创建一个
[1] Thomas J. Santner,et al. The Design and Analysis of Computer Experiments , 2003, Springer Series in Statistics.
[2] J. R. Wallis,et al. Some statistics useful in regional frequency analysis , 1993 .
[3] Rolf Weingartner,et al. Distribution of peak flow derived from a distribution of rainfall volume and runoff coefficient, and a unit hydrograph , 1998 .
[4] C. Cunnane. Unbiased plotting positions — A review , 1978 .
[5] Juan B. Valdés,et al. A Physically Based Flood Frequency Distribution , 1984 .
[6] Mauro Fiorentino,et al. Derived distribution of floods based on the concept of partial area coverage with a climatic appeal , 2000 .
[7] J. Hosking. L‐Moments: Analysis and Estimation of Distributions Using Linear Combinations of Order Statistics , 1990 .
[8] Upmanu Lall,et al. Kernel quantite function estimator for flood frequency analysis , 1994 .
[9] M. Stein. Large sample properties of simulations using latin hypercube sampling , 1987 .
[10] M. Rosenblatt. Remarks on Some Nonparametric Estimates of a Density Function , 1956 .
[11] Upmanu Lall,et al. A comparison of tail probability estimators for flood frequency analysis , 1993 .
[12] Ataur Rahman,et al. Monte Carlo Simulation of Flood Frequency Curves from Rainfall , 2002 .
[13] Eric F. Wood,et al. A derived flood frequency distribution using Horton Order Ratios , 1982 .
[14] Dennis McLaughlin,et al. Estimation of flood frequency: An evaluation of two derived distribution procedures , 1987 .
[15] C. T. Haan,et al. Joint Probability Estimates of Return Period Flows , 1988 .
[16] B. Bates,et al. Nonlinear, discrete flood event models, 3. Analysis of prediction uncertainty , 1988 .
[17] A. Loukas. Flood frequency estimation by a derived distribution procedure , 2002 .
[18] Pao Shan Yu,et al. Comparison of uncertainty analysis methods for a distributed rainfall–runoff model , 2001 .
[19] A. Owen. A Central Limit Theorem for Latin Hypercube Sampling , 1992 .
[20] Keith Beven,et al. The future of distributed models: model calibration and uncertainty prediction. , 1992 .
[21] Richard M. Vogel,et al. A derived flood frequency distribution for correlated rainfall intensity and duration. , 2000 .
[22] I. Rodríguez‐Iturbe,et al. The geomorphologic structure of hydrologic response , 1979 .
[23] M. D. McKay,et al. A comparison of three methods for selecting values of input variables in the analysis of output from a computer code , 2000 .
[24] C. S. Melching. An improved first-order reliability approach for assessing uncertainties in hydrologic modeling , 1992 .
[25] Upmanu Lall,et al. Kernel flood frequency estimators: Bandwidth selection and kernel choice , 1993 .
[26] Melvin J. Dubnick. Army Corps of Engineers , 1998 .
[27] P. S. Eagleson. Dynamics of flood frequency , 1972 .
[28] V. Singh,et al. Computer Models of Watershed Hydrology , 1995 .
[29] Keith Beven,et al. CHANGING RESPONSES IN HYDROLOGY : ASSESSING THE UNCERTAINTY IN PHYSICALLY BASED MODEL PREDICTIONS , 1991 .
[30] C. De Michele,et al. On the derived flood frequency distribution: analytical formulation and the influence of antecedent soil moisture condition , 2002 .