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A simple approach to reliability, risk, and uncertainty analysis of hydrologic, hydraulic, and environmental engineering systems.

机译:一种简单的方法来进行水文,水力和环境工程系统的可靠性,风险和不确定性分析。

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摘要

Scope and method of study. The purpose of this study was to develop a simple and accurate procedure for uncertainty, risk, and reliability analysis of hydrologic, hydraulic, and environmental engineering systems. For uncertainty analysis, the objective was to develop a correction procedure to correct the first order approximation estimates for the model nonlinearity, parameter uncertainty, and parameter distribution types. For reliability and risk analysis, the objective was to develop a simple and generalized technique to determine higher-order moments of a model output as a function of the means, the coefficient of variations, and the distribution types for input random variables.; Findings and conclusions. The exactness of the first order approximation estimates depends up on three factors: parameter coefficient of variation, parameter distribution type, and degree of nonlinearity in the functional relationship. Analytical as well as graphical relationships for relative error are developed for generic power and exponential functions. These relationships can be used as a guide to judge the suitability of the first order approximation for a specified acceptable error of estimation. Further, these relationships can be used to correct the first order approximation estimates of means and variances of model components for parameter uncertainty, parameter distribution type, and model non-linearity to their corrected values. Using these corrected values of means and variances for model components, one can determine the exact values of the mean and variance of a model. Knowledge of higher-order moments helps in identifying the appropriate distribution for the model output. A simple approach of developing generic expectation functions is described. Analytical expressions of generic expectation functions for generalized power and exponential functions are derived using several commonly used input parameter distributions. These expectation functions can be used to determine exact estimates of any order of model output moments.
机译:研究范围和方法。这项研究的目的是为水文,水力和环境工程系统的不确定性,风险和可靠性分析开发一种简单而准确的程序。对于不确定性分析,目标是开发一种校正程序,以校正模型非线性,参数不确定性和参数分布类型的一阶近似估计。为了进行可靠性和风险分析,目标是开发一种简单且通用的技术,以根据均值,变异系数和输入随机变量的分布类型来确定模型输出的高阶矩。 发现和结论。一阶近似估计的准确性取决于三个因素:参数变异系数,参数分布类型和函数关系中的非线性程度。针对通用功效和指数函数开发了相对误差的分析和图形关系。这些关系可以用作判断一阶近似值是否适合指定的可接受估计误差的指南。此外,这些关系可以用于针对参数不确定性,参数分布类型和模型非线性将模型分量的均值和方差的一阶近似估计值校正到其校正值。使用模型成分的均值和方差的这些校正值,可以确定模型均值和方差的确切值。了解高阶矩有助于确定模型输出的适当分布。描述了开发通用期望函数的简单方法。使用几种常用的输入参数分布,可以得出广义幂函数和指数函数的一般期望函数的解析表达式。这些期望函数可用于确定模型输出矩的任何阶次的精确估计。

著录项

  • 作者

    Tyagi, Aditya.;

  • 作者单位

    Oklahoma State University.;

  • 授予单位 Oklahoma State University.;
  • 学科 Hydrology.; Engineering Agricultural.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 230 p.
  • 总页数 230
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 水文科学(水界物理学);农业工程;
  • 关键词

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