Home > Research > Publications & Outputs > Stage-discharge uncertainty derived with a non-...

Associated organisational unit

View graph of relations

Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Published

Standard

Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras. / Westerberg, Ida; Guerrero, Jose-Luis; Seibert, Jan et al.
In: Hydrological Processes, Vol. 25, No. 4, 2011, p. 603-613.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Westerberg, I, Guerrero, J-L, Seibert, J, Beven, K & Halldin, S 2011, 'Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras', Hydrological Processes, vol. 25, no. 4, pp. 603-613. https://doi.org/10.1002/hyp.7848

APA

Westerberg, I., Guerrero, J-L., Seibert, J., Beven, K., & Halldin, S. (2011). Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras. Hydrological Processes, 25(4), 603-613. https://doi.org/10.1002/hyp.7848

Vancouver

Westerberg I, Guerrero J-L, Seibert J, Beven K, Halldin S. Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras. Hydrological Processes. 2011;25(4):603-613. doi: 10.1002/hyp.7848

Author

Westerberg, Ida ; Guerrero, Jose-Luis ; Seibert, Jan et al. / Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras. In: Hydrological Processes. 2011 ; Vol. 25, No. 4. pp. 603-613.

Bibtex

@article{da8b47a7a14d4d209bffa269fea29f4d,
title = "Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras",
abstract = "Uncertainty in discharge data must be critically assessed before data can be used in, e.g. water resources estimation or hydrological modelling. In the alluvial Choluteca River in Honduras, the river-bed characteristics change over time as fill, scour and other processes occur in the channel, leading to a non-stationary stage-discharge relationship and difficulties in deriving consistent rating curves. Few studies have investigated the uncertainties related to non-stationarity in the stage-discharge relationship. We calculated discharge and the associated uncertainty with a weighted fuzzy regression of rating curves applied within a moving time window, based on estimated uncertainties in the observed rating data. An 18-year-long dataset with unusually frequent ratings (1268 in total) was the basis of this study. A large temporal variability in the stage-discharge relationship was found especially for low flows. The time-variable rating curve resulted in discharge estimate differences of − 60 to + 90% for low flows and ± 20% for medium to high flows when compared to a constant rating curve. The final estimated uncertainty in discharge was substantial and the uncertainty limits varied between − 43 to + 73% of the best discharge estimate. ",
keywords = "discharge, uncertainty, alluvial river, stage-discharge, rating curve, fuzzy regression",
author = "Ida Westerberg and Jose-Luis Guerrero and Jan Seibert and Keith Beven and Sven Halldin",
year = "2011",
doi = "10.1002/hyp.7848",
language = "English",
volume = "25",
pages = "603--613",
journal = "Hydrological Processes",
issn = "0885-6087",
publisher = "John Wiley and Sons Ltd",
number = "4",

}

RIS

TY - JOUR

T1 - Stage-discharge uncertainty derived with a non-stationary rating curve in the Choluteca River, Honduras

AU - Westerberg, Ida

AU - Guerrero, Jose-Luis

AU - Seibert, Jan

AU - Beven, Keith

AU - Halldin, Sven

PY - 2011

Y1 - 2011

N2 - Uncertainty in discharge data must be critically assessed before data can be used in, e.g. water resources estimation or hydrological modelling. In the alluvial Choluteca River in Honduras, the river-bed characteristics change over time as fill, scour and other processes occur in the channel, leading to a non-stationary stage-discharge relationship and difficulties in deriving consistent rating curves. Few studies have investigated the uncertainties related to non-stationarity in the stage-discharge relationship. We calculated discharge and the associated uncertainty with a weighted fuzzy regression of rating curves applied within a moving time window, based on estimated uncertainties in the observed rating data. An 18-year-long dataset with unusually frequent ratings (1268 in total) was the basis of this study. A large temporal variability in the stage-discharge relationship was found especially for low flows. The time-variable rating curve resulted in discharge estimate differences of − 60 to + 90% for low flows and ± 20% for medium to high flows when compared to a constant rating curve. The final estimated uncertainty in discharge was substantial and the uncertainty limits varied between − 43 to + 73% of the best discharge estimate.

AB - Uncertainty in discharge data must be critically assessed before data can be used in, e.g. water resources estimation or hydrological modelling. In the alluvial Choluteca River in Honduras, the river-bed characteristics change over time as fill, scour and other processes occur in the channel, leading to a non-stationary stage-discharge relationship and difficulties in deriving consistent rating curves. Few studies have investigated the uncertainties related to non-stationarity in the stage-discharge relationship. We calculated discharge and the associated uncertainty with a weighted fuzzy regression of rating curves applied within a moving time window, based on estimated uncertainties in the observed rating data. An 18-year-long dataset with unusually frequent ratings (1268 in total) was the basis of this study. A large temporal variability in the stage-discharge relationship was found especially for low flows. The time-variable rating curve resulted in discharge estimate differences of − 60 to + 90% for low flows and ± 20% for medium to high flows when compared to a constant rating curve. The final estimated uncertainty in discharge was substantial and the uncertainty limits varied between − 43 to + 73% of the best discharge estimate.

KW - discharge

KW - uncertainty

KW - alluvial river

KW - stage-discharge

KW - rating curve

KW - fuzzy regression

U2 - 10.1002/hyp.7848

DO - 10.1002/hyp.7848

M3 - Journal article

VL - 25

SP - 603

EP - 613

JO - Hydrological Processes

JF - Hydrological Processes

SN - 0885-6087

IS - 4

ER -