2009
DOI: 10.1002/hyp.7417
|View full text |Cite
|
Sign up to set email alerts
|

Bayesian analysis of stage–fall–discharge models for gauging stations affected by variable backwater

Abstract: Abstract:Parsimonious stage-fall-discharge rating curve models for gauging stations subject to backwater complications are developed from simple hydraulic theory. The rating curve models are compounded in order to allow for possible shifts in the hydraulics when variable backwater becomes effective. The models provide a prior scientific understanding through the relationship between the rating curve parameters and the hydraulic properties of the channel section under study. This characteristic enables prior di… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
45
0
3

Year Published

2011
2011
2022
2022

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 26 publications
(48 citation statements)
references
References 32 publications
0
45
0
3
Order By: Relevance
“…Venetis () was among the first to recommend that rating curve uncertainties should be treated within a statistical framework. The classical statistical approach has been rigorously updated by Moyeed and Clarke (), Petersen‐Øverleir and Reitan () and Reitan and Petersen‐Øverleir (; ; ) using a variety of techniques including multi‐segment fitting and Bayesian estimation. Fuzzy methods have been favoured by other authors using, for example, ‘limits of acceptability’ approaches (Liu et al ., ), envelope curves (Pappenberger et al ., ; Krueger et al ., 2010a) and fuzzy set theory (Shrestha et al ., ; Shrestha and Simonovic, ; ).…”
Section: River Discharge Uncertaintymentioning
confidence: 98%
“…Venetis () was among the first to recommend that rating curve uncertainties should be treated within a statistical framework. The classical statistical approach has been rigorously updated by Moyeed and Clarke (), Petersen‐Øverleir and Reitan () and Reitan and Petersen‐Øverleir (; ; ) using a variety of techniques including multi‐segment fitting and Bayesian estimation. Fuzzy methods have been favoured by other authors using, for example, ‘limits of acceptability’ approaches (Liu et al ., ), envelope curves (Pappenberger et al ., ; Krueger et al ., 2010a) and fuzzy set theory (Shrestha et al ., ; Shrestha and Simonovic, ; ).…”
Section: River Discharge Uncertaintymentioning
confidence: 98%
“…To bring new solutions to this problem, this work builds on the avenue opened by Petersen‐Øverleir and Reitan []. The Bayesian approach they introduced appears to be a promising way to analyze stage‐fall‐discharge relations and the related uncertainties.…”
Section: Introductionmentioning
confidence: 99%
“…Traditional statistical approaches [e.g., Venetis , ; Clarke , ; Clarke et al ., ; Petersen‐Øverleir and Reitan , ] base their discharge uncertainty bounds on the residual variance from a regression function or the variance of the parameter estimates for the rating curves, but do not explicitly incorporate measurement uncertainty in the gauging data. Bayesian approaches [e.g., Moyeed and Clarke , ; Petersen‐Øverleir and Reitan , ; Reitan and Petersen‐Øverleir , ; Le Coz et al , 2014; Juston et al ., ] offer the advantage of incorporating hydraulic knowledge of the gauging station to set informative priors on the rating‐curve parameters and deriving a likelihood function that accounts for uncertainty in the individual stage‐discharge measurements [e.g., Le Coz et al ., ]. Alternative approaches [e.g., Krueger et al ., ; Guerrero et al ., ; Jalbert et al ., ; Westerberg et al ., ; McMillan et al ., ] have tended to concentrate on non‐stationary rating curves where the typical assumptions made in statistical approaches may result in biased uncertainty estimates.…”
Section: Introductionmentioning
confidence: 99%