2013
DOI: 10.3741/jkwra.2013.46.5.519
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Parameter Regionalization of a Tank Model for Simulating Runoffs from Ungauged Watersheds

Abstract: To provide a reliable tool for runoff simulations of ungauged watersheds upstream of reservoirs, a daily runoff simulation model, Tank model, is restructured, the parameter regionalization of the model is conducted, and the model's applicability is evaluated. Taking into account the characteristics of runoffs from the watersheds, a three-tank model is employed. The percolation process of the model's third tank is eliminated, considering the water budgets of the watersheds, and its evapotranspiration component … Show more

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Cited by 10 publications
(5 citation statements)
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“…where SECP is a soil evaporation compensation parameter, which is positively correlated to K s . The SECP parameter has been reported to vary from 0.001 to 0.1, depending on watershed soil texture [8,40,49]. We adopted the feasible ranges of the Tank model parameters that were set considering the hydrological characteristics of Korean watersheds [8,36] (Table 1).…”
Section: Tank Modelmentioning
confidence: 99%
“…where SECP is a soil evaporation compensation parameter, which is positively correlated to K s . The SECP parameter has been reported to vary from 0.001 to 0.1, depending on watershed soil texture [8,40,49]. We adopted the feasible ranges of the Tank model parameters that were set considering the hydrological characteristics of Korean watersheds [8,36] (Table 1).…”
Section: Tank Modelmentioning
confidence: 99%
“…ere are several ways of predicting the inflow to the systems starting from simplified tank models [24][25][26][27] to unsteady hydrological routing models [28][29][30][31][32]. Literature shows these approaches are clustered into empirical, conceptual, physical, and data-driven models [33][34][35][36].…”
Section: Introductionmentioning
confidence: 99%
“…In general, the model parameters are calibrated for the limited catchments, and then its parameters are regionalized with catchment characteristics so that the model can be applied to the entire basin including ungauged catchments. There have been multiple attempts to establish regressed equations between the geographical characteristics and the model parameters [14,15].…”
Section: Introductionmentioning
confidence: 99%