2011
DOI: 10.5194/hess-15-2805-2011
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Towards reconstruction of the flow duration curve: development of a conceptual framework with a physical basis

Abstract: Abstract. In this paper we investigate the climatic and landscape controls on the flow duration curve (FDC) with the use of a physically-based rainfall-runoff model. The FDC is a stochastic representation of the variability of runoff, which arises from the transformation, by the catchment, of within-year variability of precipitation that can itself be characterized by a corresponding duration curve for precipitation (PDC). Numerical simulations are carried out with the rainfall-runoff model under a variety of … Show more

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Cited by 121 publications
(122 citation statements)
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“…The effectiveness of their framework was later confirmed in United States catchments by exploring the physical controls of regional patterns of FDCs Ye et al, 2012). As suggested by Yokoo and Sivapalan (2011), the high flow part of a FDC is highly responsive to precipitation. If so, the Curve Number (CN) method can be used in estimating the high flow part firstly because it is simple and convenient to use (Tedela et al, 2012) and secondly it estimates runoff based on a single CN parameter with an empirical precipitation and runoff relationship.…”
Section: Introductionmentioning
confidence: 89%
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“…The effectiveness of their framework was later confirmed in United States catchments by exploring the physical controls of regional patterns of FDCs Ye et al, 2012). As suggested by Yokoo and Sivapalan (2011), the high flow part of a FDC is highly responsive to precipitation. If so, the Curve Number (CN) method can be used in estimating the high flow part firstly because it is simple and convenient to use (Tedela et al, 2012) and secondly it estimates runoff based on a single CN parameter with an empirical precipitation and runoff relationship.…”
Section: Introductionmentioning
confidence: 89%
“…Based on the proposed framework by Yokoo and Sivapalan (2011), the MMF was used in estimating flows in the FDC middle component. Therefore, the FDCs of daily measured discharge (Q m ) and MMF were plotted and the two quantities were analyzed at the middle part.…”
Section: Estimating the Middle Componentmentioning
confidence: 99%
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“…Lastly, the flow duration curve (FDC) plots daily streamflow magnitude (on a log scale) as a function of the percent of time it is exceeded. The FDC can be divided into 3 sections, with the upper third corresponding to flood events and the fast flow response of a catchment, the middle third to the slow flow response of the catchment and its regime curve, and the lower third the low flow response (Yokoo and Sivapalan, 2011). While the upper third of the FDC is mainly related to precipitation intensity, the lower third is more related to properties of the catchment itself .…”
Section: Streamflow Analysesmentioning
confidence: 99%