论文信息 - Improved risk and reliability model for hydraulic structures

Improved risk and reliability model for hydraulic structures

Improved dynamic risk and reliability models based upon conditional probability distributions are developed. The new dynamic risk model is shown to reflect more accurately the overall risk (probability of failure considering both hydrologic and hydraulic uncertainties) of a hydraulic structure. This dynamic risk model is also shown to have a close correspondence to nonparametric methods for evaluating the exceedance probability of a hydrologic event.

Larry W. Mays | Han-Lin Lee | L. Mays | Han-Lin Lee

[1] Lucien Duckstein,et al. Bayesian decision theory applied to design in hydrology , 1972 .

[2] T. E. Unny,et al. Model uncertainty in flood frequency analysis and frequency‐based design , 1976 .

[3] Eric F. Wood,et al. An analysis of flood levee reliability , 1977 .

[4] Larry W. Mays,et al. Optimal risk-based design of storm sewer networks: Proc. ASCE. J. Environ. Engrg. Div. Vol 101, No EE3, (June 1975) , 1975 .

[5] Larry W. Mays,et al. Risk models for flood levee design , 1981 .

[6] Larry W. Mays,et al. RISK ANALYSIS FOR HYDRAULIC DESIGN , 1980 .

[7] Lucien Duckstein,et al. Application of Reliability Theory to Hydraulic Engineering Design , 1981 .

[8] Larry W. Mays. Review of Advances in Risk and Reliability Analysis for Hydraulic Structures , 1983 .

[10] Kailash C. Kapur,et al. Reliability in engineering design , 1977 .

[11] Guillermo J. Vicens,et al. A Bayesian framework for the use of regional information in hydrology , 1975 .

[12] Eric F. Wood,et al. Bayesian inference and decision making for extreme hydrologic events , 1975 .

[13] Eric F. Wood,et al. A Bayesian approach to analyzing uncertainty among flood frequency models , 1975 .

[14] I. Bogardi,et al. Choice of distribution functions for hydrologic design , 1978 .