Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin

<p>Hydrological models play an important role in water resources management. These models generally rely on discharge data for calibration. Discharge time series are normally derived from observed water levels by using a rating curve. However, this method suffers from many uncertainties due...

Full description

Bibliographic Details
Main Authors: P. Hulsman, T. A. Bogaard, H. H. G. Savenije
Format: Article
Language:English
Published: Copernicus Publications 2018-10-01
Series:Hydrology and Earth System Sciences
Online Access:https://www.hydrol-earth-syst-sci.net/22/5081/2018/hess-22-5081-2018.pdf
id doaj-c4b487b5866644c59883937a3adc155c
record_format Article
spelling doaj-c4b487b5866644c59883937a3adc155c2020-11-25T02:27:08ZengCopernicus PublicationsHydrology and Earth System Sciences1027-56061607-79382018-10-01225081509510.5194/hess-22-5081-2018Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basinP. Hulsman0T. A. Bogaard1H. H. G. Savenije2Water Resources Section, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, the NetherlandsWater Resources Section, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, the NetherlandsWater Resources Section, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, the Netherlands<p>Hydrological models play an important role in water resources management. These models generally rely on discharge data for calibration. Discharge time series are normally derived from observed water levels by using a rating curve. However, this method suffers from many uncertainties due to insufficient observations, inadequate rating curve fitting procedures, rating curve extrapolation, and temporal changes in the river geometry. Unfortunately, this problem is prominent in many African river basins. In this study, an alternative calibration method is presented using water-level time series instead of discharge, applied to a semi-distributed rainfall-runoff model for the semi-arid and poorly gauged Mara River basin in Kenya. The modelled discharges were converted into water levels using the Strickler–Manning formula. This method produces an additional model output; this is a <q>geometric rating curve equation</q> that relates the modelled discharge to the observed water level using the Strickler–Manning formula and a calibrated slope-roughness parameter. This procedure resulted in good and consistent model results during calibration and validation. The hydrological model was able to reproduce the water levels for the entire basin as well as for the Nyangores sub-catchment in the north. The newly derived geometric rating curves were subsequently compared to the existing rating curves. At the catchment outlet of the Mara, these differed significantly, most likely due to uncertainties in the recorded discharge time series. However, at the <q>Nyangores</q> sub-catchment, the geometric and recorded discharge were almost identical. In conclusion, the results obtained for the Mara River basin illustrate that with the proposed calibration method, the water-level time series can be simulated well, and that the discharge-water-level relation can also be derived, even in catchments with uncertain or lacking rating curve information.</p>https://www.hydrol-earth-syst-sci.net/22/5081/2018/hess-22-5081-2018.pdf
collection DOAJ
language English
format Article
sources DOAJ
author P. Hulsman
T. A. Bogaard
H. H. G. Savenije
spellingShingle P. Hulsman
T. A. Bogaard
H. H. G. Savenije
Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin
Hydrology and Earth System Sciences
author_facet P. Hulsman
T. A. Bogaard
H. H. G. Savenije
author_sort P. Hulsman
title Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin
title_short Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin
title_full Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin
title_fullStr Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin
title_full_unstemmed Rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid Mara River basin
title_sort rainfall-runoff modelling using river-stage time series in the absence of reliable discharge information: a case study in the semi-arid mara river basin
publisher Copernicus Publications
series Hydrology and Earth System Sciences
issn 1027-5606
1607-7938
publishDate 2018-10-01
description <p>Hydrological models play an important role in water resources management. These models generally rely on discharge data for calibration. Discharge time series are normally derived from observed water levels by using a rating curve. However, this method suffers from many uncertainties due to insufficient observations, inadequate rating curve fitting procedures, rating curve extrapolation, and temporal changes in the river geometry. Unfortunately, this problem is prominent in many African river basins. In this study, an alternative calibration method is presented using water-level time series instead of discharge, applied to a semi-distributed rainfall-runoff model for the semi-arid and poorly gauged Mara River basin in Kenya. The modelled discharges were converted into water levels using the Strickler–Manning formula. This method produces an additional model output; this is a <q>geometric rating curve equation</q> that relates the modelled discharge to the observed water level using the Strickler–Manning formula and a calibrated slope-roughness parameter. This procedure resulted in good and consistent model results during calibration and validation. The hydrological model was able to reproduce the water levels for the entire basin as well as for the Nyangores sub-catchment in the north. The newly derived geometric rating curves were subsequently compared to the existing rating curves. At the catchment outlet of the Mara, these differed significantly, most likely due to uncertainties in the recorded discharge time series. However, at the <q>Nyangores</q> sub-catchment, the geometric and recorded discharge were almost identical. In conclusion, the results obtained for the Mara River basin illustrate that with the proposed calibration method, the water-level time series can be simulated well, and that the discharge-water-level relation can also be derived, even in catchments with uncertain or lacking rating curve information.</p>
url https://www.hydrol-earth-syst-sci.net/22/5081/2018/hess-22-5081-2018.pdf
work_keys_str_mv AT phulsman rainfallrunoffmodellingusingriverstagetimeseriesintheabsenceofreliabledischargeinformationacasestudyinthesemiaridmarariverbasin
AT tabogaard rainfallrunoffmodellingusingriverstagetimeseriesintheabsenceofreliabledischargeinformationacasestudyinthesemiaridmarariverbasin
AT hhgsavenije rainfallrunoffmodellingusingriverstagetimeseriesintheabsenceofreliabledischargeinformationacasestudyinthesemiaridmarariverbasin
_version_ 1724844142383595520