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Uncertainty in flood estimation.

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Uncertainty in flood estimation. / Blazkova, S.; Beven, Keith J.
In: Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, Vol. 5, No. 4, 08.2009, p. 325-332.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Blazkova, S & Beven, KJ 2009, 'Uncertainty in flood estimation.', Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, vol. 5, no. 4, pp. 325-332. https://doi.org/10.1080/15732470701189514

APA

Blazkova, S., & Beven, K. J. (2009). Uncertainty in flood estimation. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, 5(4), 325-332. https://doi.org/10.1080/15732470701189514

Vancouver

Blazkova S, Beven KJ. Uncertainty in flood estimation. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 2009 Aug;5(4):325-332. doi: 10.1080/15732470701189514

Author

Blazkova, S. ; Beven, Keith J. / Uncertainty in flood estimation. In: Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 2009 ; Vol. 5, No. 4. pp. 325-332.

Bibtex

@article{61f1f23a78504c6ca7cad08bb630b7e2,
title = "Uncertainty in flood estimation.",
abstract = "The objective of this contribution is to form a clear picture of uncertainties we encounter in flood estimation, including both real-time flood forecasting and simulation for flood risk estimation. In simulation, we prefer the thesis of equifinality to obtain global optima. Many models producing acceptable simulations can be considered as multiple working hypotheses about the system process representations. Some of those hypotheses might later be confirmed or rejected, given additional data. In GLUE (Generalized Likelihood Uncertainty Estimation) the parameter sets are sampled randomly from physically reasonable ranges, often using uniform sampling where there is no strong information about prior expectations of parameter values. The parameter sets are then used to generate different realizations of the model outputs, which are then evaluated using some criteria (measures of likelihood) to provide a weight associated with each parameter set. Likelihood here is used in a much broader sense than in statistical inference. If some limits of effective observation error can be specified prior to running any simulations, models predicting outside of those limits can then be rejected as non-behavioural. Thus, any model evaluation of this type needs to take account of the multiple sources of model error more explicitly. This, however, is difficult for realistic cases. The procedure for the GLUE methodology is illustrated in examples. Usability for practical problems is suggested and future development is outlined.",
keywords = "Floods, Uncertainty, GLUE, TOPMODEL",
author = "S. Blazkova and Beven, {Keith J.}",
year = "2009",
month = aug,
doi = "10.1080/15732470701189514",
language = "English",
volume = "5",
pages = "325--332",
journal = "Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance",
issn = "1573-2479",
publisher = "Taylor and Francis Ltd.",
number = "4",

}

RIS

TY - JOUR

T1 - Uncertainty in flood estimation.

AU - Blazkova, S.

AU - Beven, Keith J.

PY - 2009/8

Y1 - 2009/8

N2 - The objective of this contribution is to form a clear picture of uncertainties we encounter in flood estimation, including both real-time flood forecasting and simulation for flood risk estimation. In simulation, we prefer the thesis of equifinality to obtain global optima. Many models producing acceptable simulations can be considered as multiple working hypotheses about the system process representations. Some of those hypotheses might later be confirmed or rejected, given additional data. In GLUE (Generalized Likelihood Uncertainty Estimation) the parameter sets are sampled randomly from physically reasonable ranges, often using uniform sampling where there is no strong information about prior expectations of parameter values. The parameter sets are then used to generate different realizations of the model outputs, which are then evaluated using some criteria (measures of likelihood) to provide a weight associated with each parameter set. Likelihood here is used in a much broader sense than in statistical inference. If some limits of effective observation error can be specified prior to running any simulations, models predicting outside of those limits can then be rejected as non-behavioural. Thus, any model evaluation of this type needs to take account of the multiple sources of model error more explicitly. This, however, is difficult for realistic cases. The procedure for the GLUE methodology is illustrated in examples. Usability for practical problems is suggested and future development is outlined.

AB - The objective of this contribution is to form a clear picture of uncertainties we encounter in flood estimation, including both real-time flood forecasting and simulation for flood risk estimation. In simulation, we prefer the thesis of equifinality to obtain global optima. Many models producing acceptable simulations can be considered as multiple working hypotheses about the system process representations. Some of those hypotheses might later be confirmed or rejected, given additional data. In GLUE (Generalized Likelihood Uncertainty Estimation) the parameter sets are sampled randomly from physically reasonable ranges, often using uniform sampling where there is no strong information about prior expectations of parameter values. The parameter sets are then used to generate different realizations of the model outputs, which are then evaluated using some criteria (measures of likelihood) to provide a weight associated with each parameter set. Likelihood here is used in a much broader sense than in statistical inference. If some limits of effective observation error can be specified prior to running any simulations, models predicting outside of those limits can then be rejected as non-behavioural. Thus, any model evaluation of this type needs to take account of the multiple sources of model error more explicitly. This, however, is difficult for realistic cases. The procedure for the GLUE methodology is illustrated in examples. Usability for practical problems is suggested and future development is outlined.

KW - Floods

KW - Uncertainty

KW - GLUE

KW - TOPMODEL

U2 - 10.1080/15732470701189514

DO - 10.1080/15732470701189514

M3 - Journal article

VL - 5

SP - 325

EP - 332

JO - Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance

JF - Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance

SN - 1573-2479

IS - 4

ER -