COMPARISON OF UNCERTAINTY ANALYSIS METHODS FOR A DISTRIBUTED RAINFALL-RUNOFF MODEL

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dc.contributor.author Yu P.S.
dc.contributor.author Yang T.C.
dc.contributor.author Chen S.J.
dc.date.accessioned 2021-02-11T07:53:53Z
dc.date.available 2021-02-11T07:53:53Z
dc.date.issued 2001
dc.identifier https://www.elibrary.ru/item.asp?id=563696
dc.identifier.citation Journal of Hydrology, 2001, 244, 1-2, 43-59
dc.identifier.issn 0022-1694
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/24650
dc.description.abstract A rainfall-runoff model is normally applied to storm events outside of the range of conditions in which it has been successfully calibrated and verified. This investigation examined the uncertainty of model output caused by model calibration parameters. Four methods, the Monte Carlo simulation (MCS), Latin hypercube simulation (LHS), Rosenblueth's point estimation method (RPEM), and Harr's point estimation method (HPEM), were utilized to build uncertainty bounds on an estimated hydrograph. Comparing these four methods indicates that LHS produces analytical results similar to those of MCS. According to our results, the LHS only needs 10% of the number of MCS parameters to achieve similar performance. However, the analysis results from RPEM and HPEM differ markedly from those from MCS due to the very small number of model parameters.
dc.subject MONTE CARLO
dc.subject LATIN HYPERCUBE
dc.subject HARR'S POINT ESTIMATION METHOD
dc.subject ROSENBLUETH'S POINT ESTIMATION METHOD
dc.subject RAINFALL-RUNOFF MODEL
dc.subject UNCERTAINTY ANALYSIS
dc.title COMPARISON OF UNCERTAINTY ANALYSIS METHODS FOR A DISTRIBUTED RAINFALL-RUNOFF MODEL
dc.type Статья


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