2008
DOI: 10.1016/j.jhydrol.2008.04.019
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Surface water resources assessment in scarcely gauged basins in the north of Spain

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Cited by 79 publications
(53 citation statements)
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“…The values of E and R 2 were improved to 0.63-0.88. These results are quite satisfactory and complement well some previous studies such as Meenu et al [22] in India, Verma et al [23] in India, Yimer et al [24] in Ethiopia, and Garcia et al [25] in Spain. All these studies also used HEC-HMS to simulate streamflow for climate change studies, with E ranging from 0.48-0.83 and R 2 from 0.63-0.84.…”
Section: Projected Changes In Streamflowsupporting
confidence: 91%
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“…The values of E and R 2 were improved to 0.63-0.88. These results are quite satisfactory and complement well some previous studies such as Meenu et al [22] in India, Verma et al [23] in India, Yimer et al [24] in Ethiopia, and Garcia et al [25] in Spain. All these studies also used HEC-HMS to simulate streamflow for climate change studies, with E ranging from 0.48-0.83 and R 2 from 0.63-0.84.…”
Section: Projected Changes In Streamflowsupporting
confidence: 91%
“…The calibration of a model is a process in which the model's parameters are adjusted in such a way that the simulated flow captures the variations of the observed flow [25]. In this study, a split sample method was used for calibration and validation.…”
Section: The Model's Calibration and Validationmentioning
confidence: 99%
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“…In the case of rainfall-runoff models, it is necessary to have observed flow data to be able to develop this process (García et al 2008). Due to gauge scarcity of Khosrow Shirin watershed, 7 of the 12 parameters needed for the SMA algorithm [canopy interception storage, surface depression storage, maximum infiltration rate, maximum soil storage, tension zone storage, soil zone infiltration rate, and groundwater 1 (GW1) percolation rate] were estimated by means of model calibration.…”
Section: Resultsmentioning
confidence: 99%
“…The estimated parameter values are adjusted until the value of the selected objective function--in this case the goodness-of-fit between the observed and computed total runoff volume from the catchment--is minimized (Scharffenberg and Fleming 2010). For this study, initial values for all 23 parameters (listed in Table 1) were obtained from geology, soil and land use maps and from published sources (Rawls et al 1982, USDA 1986, Bennett 1998, McCuen 1998, Singhal and Gupta 1999, Chainuvati and Athipanan 2001, Breuer et al 2003, Fleming and Neary 2004, Garcı´a et al 2008, McEnroe 2010. A standard calibration-validation procedure was then followed (as initially set out in Section 2.1 of Trucano et al 2006), with parameter optimisation taking place within the calibration stage.…”
Section: Catchment Rainfall-runoff Modellingmentioning
confidence: 99%