2020
DOI: 10.4136/ambi-agua.2492
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Hydrological simulation with SWAT and VIC Models in the Verde River Watershed, Minas Gerais

Abstract: Successful streamflow forecasts depend on an adequate performance evaluation of the hydrological model. In this study, the hydrological responses were compared using two hydrological models, physic-based and semi-distributed, Soil and Water Assessment Tool (SWAT) and Variable Infiltration Capacity (VIC), using input data from the Verde River Watershed, located in the Minas Gerais state in southern Brazil. This is a study of one of the most important headwater watershed regions of Brazil (Mantiqueira Ra… Show more

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Cited by 8 publications
(7 citation statements)
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“…Rodrigues et al (2020) applied a SWAT model to simulate the monthly streamflow for three basins of the Brazilian Cerrado biome. Alvarenga et al (2020) compared the SWAT and Variable Infiltration Capacity (VIC) models in the monthly streamflow simulation for the Verde River Watershed, located in the Minas Gerais state in southern Brazil. However, despite the wide use of the SWAT model, it requires a large amount of temporal and spatial data, maps, and input parameters, that are sometimes hard to predict (Makwana and Tiwari, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…Rodrigues et al (2020) applied a SWAT model to simulate the monthly streamflow for three basins of the Brazilian Cerrado biome. Alvarenga et al (2020) compared the SWAT and Variable Infiltration Capacity (VIC) models in the monthly streamflow simulation for the Verde River Watershed, located in the Minas Gerais state in southern Brazil. However, despite the wide use of the SWAT model, it requires a large amount of temporal and spatial data, maps, and input parameters, that are sometimes hard to predict (Makwana and Tiwari, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…A higher value of Ws will raise the water content required for rapidly increasing, non-linear baseflow, which will tend to delay runoff peaks. In addition to the calibration of the VIC model, the parameters of the surface-flow propagation model (Route) were also refined (kinematic wave speed (C) and diffusivity (D)) (Alvarenga et al, 2020).…”
Section: Datamentioning
confidence: 99%
“…The calibration was done by adjusting 14 parameters that represent the surface and subsurface flow processes. These parameters are: soil evaporation compensation coefficient (ESCO); initial SCS runoff curve number for moisture condition II (CN2); the baseflow recession constant (ALPHA_BF), Groundwater delay time (GW_DELAY); threshold depth of water in the shallow aquifer required for return flow to occur (GWQMN); maximum canopy storage (CANMX); effective hydraulic conductivity in main channel (CH_K2), Manning's "n" value for the main channel (CH_N2); plant uptake compensation factor (EPCO); groundwater "revap" coefficient (GW_REVAP); threshold depth of water in the shallow aquifer for "revap" or percolation to the deep aquifer to occur (REVAPMN); soil available water capacity (SOL_AWC); saturated hydraulic conductivity (SOL_K) and surface runoff lag coefficient (SURLAG) (Alvarenga et al, 2020).…”
Section: Datamentioning
confidence: 99%
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“…The selection of a hydrological model should be based on the intended application since each model has its own assumptions and limitations. The use of conceptual and distributed hydrological models is justified by their ability to satisfactorily represent the physical processes occurring within a basin while accounting for the spatial variability of physical and meteorological parameters [6,7]. Therefore, factors such as the availability of data in a region, the number of required parameters, and the level of description of hydrological processes must all be taken into consideration.…”
Section: Introductionmentioning
confidence: 99%