2015
DOI: 10.1002/hyp.10725
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Estimation of instantaneous peak flows from maximum mean daily flows using the HBV hydrological model

Abstract: Regionalization methods have been effectively used in many hydrological studies, such as regional flood frequency analysis and low flows. However, there is no study to estimate the instantaneous peak flow (IPF) from maximum mean daily flow (MDF) using hydrological models with regionalized parameters. In this paper, the semi-distributed conceptual one is carried out for all the catchments in the study area; the other one is only performed for several catchments within a cluster. The k-means algorithm is used to… Show more

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Cited by 18 publications
(34 citation statements)
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“…Nevertheless, investigations without subsequent steps to implement spatial consistence exist as well (Ding et al, 2016) and have been included in this investigation (named V1). The hypothesis tested in this study is that these different rainfall data 10 sets lead to differences in the derived runoff statistics as well.…”
Section: Discussionmentioning
confidence: 99%
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“…Nevertheless, investigations without subsequent steps to implement spatial consistence exist as well (Ding et al, 2016) and have been included in this investigation (named V1). The hypothesis tested in this study is that these different rainfall data 10 sets lead to differences in the derived runoff statistics as well.…”
Section: Discussionmentioning
confidence: 99%
“…However, Ding et al (2016) also used disaggregated time series for their rainfall-runoff analyzes with a focus on instantaneous peak flows, but without any subsequent changes to the disaggregated time series. Neither a systematic over-or underestimation of simulated discharge and flood peaks can be found in both investigations.…”
Section: Introductionmentioning
confidence: 99%
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“…Therefore, a multiplicative, micro-canonical cascade model [55] was used for the rainfall disaggregation. The model has been used before for rainfall disaggregation over a wide range of scales, e.g., from monthly to daily values [56], as well as from daily to hourly values [57] and to 5 min values [58] to generate input for rainfall-runoff-modelling [58,59]. The rainfall amount of one time step is divided into b finer time steps of equal length (with b = branching number, see Figure 2 for a schematic illustration).…”
Section: Cascade Modelmentioning
confidence: 99%
“…Concerning the impact of land use and climate change on extreme runoffs, the flow time series data cannot be used without consistency check. Hydrological modeling with local calibrated parameters has been proven to be a more robust and reliable approach to estimate IPFs from the modeled MDFs when taking into account the dynamic changes in the catchments of interest (Ding, Wallner, Müller, & Haberlandt, ). However, both of the strategies cannot be carried out to predict the IPFs in ungauged areas due to the lack of hydrological data.…”
Section: Introductionmentioning
confidence: 99%