2007
DOI: 10.5194/hess-11-1683-2007
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Controls on runoff generation and scale-dependence in a distributed hydrologic model

Abstract: Abstract. Hydrologic response in natural catchments is controlled by a set of complex interactions between storm properties, basin characteristics and antecedent wetness conditions. This study investigates the transient runoff response to spatially-uniform storms of varying properties using a distributed model of the coupled surface-subsurface system, which treats heterogeneities in topography, soils and vegetation. We demonstrate the control that the partitioning into multiple runoff mechanisms (infiltration-… Show more

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Cited by 134 publications
(77 citation statements)
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“…We found the dependence of runoff coefficients on contributing area and antecedent moisture to be similar despite the large difference in timescales between event-based and annual values. Despite the difference in geographic region between our study site and that of Vivoni et al (2007) (they studied basins in Oklahoma), the runoff coefficients they estimated are likely to be broadly applicable to the LCRB and UCRB given that basin size and antecedent moisture are the primary controls on these values (climate and soil types play a lesser role except for extreme cases).…”
Section: Rainfall and Runoff Calculationsmentioning
confidence: 94%
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“…We found the dependence of runoff coefficients on contributing area and antecedent moisture to be similar despite the large difference in timescales between event-based and annual values. Despite the difference in geographic region between our study site and that of Vivoni et al (2007) (they studied basins in Oklahoma), the runoff coefficients they estimated are likely to be broadly applicable to the LCRB and UCRB given that basin size and antecedent moisture are the primary controls on these values (climate and soil types play a lesser role except for extreme cases).…”
Section: Rainfall and Runoff Calculationsmentioning
confidence: 94%
“…In this study we modeled infiltration and evaporation losses by simply removing a volume of water per unit time equal to one minus the runoff coefficient, i.e., the ratio of runoff to rainfall over a specified time interval, for three antecedentmoisture scenarios (wet, med, and dry). We estimated runoff coefficients for each contributing-area class and each of three antecedent-moisture scenarios using published values for annual runoff coefficients for large basins within the UCRB and LCRB (Rosenburg et al, 2013) and published values for event-based runoff coefficients for small basins modeled with a range of antecedent-moisture conditions by Vivoni et al (2007) (Fig. 3).…”
Section: Rainfall and Runoff Calculationsmentioning
confidence: 99%
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“…The coupled framework of the unsaturated and saturated processes results in a set of runoff mechanisms, namely, infiltration-excess runoff (Horton, 1933), saturation excess runoff (Dunne and Black, 1970), groundwater exfiltration (Hursh and Brater, 1941), and perched return flow (Weyman, 1970). Routing of surface flow is achieved via hydrologic overland flow and hydraulic channel routing that uses a kinematic wave approximation (Vivoni et al, 2007a).…”
Section: Distributed Hydrologic Modelmentioning
confidence: 99%
“…Kale and Sahoo, 2011;Klar et al, 2008). However, as processes dominating infiltration and surface runoff generation may vary inter-and intra-annually Vivoni et al, 2007) and even within an event (e.g. Silburn and Connolly, 1995), it is important to address potential switches between runoff generation mechanisms in advanced modelling approaches Tian et al, 2012).…”
Section: P Fiener Et Al: Surface Runoff From Arable Fields In Centrmentioning
confidence: 99%