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Palabras clave – provistas por la editorial

SCS; initial abstraction ratio; curve number; bootstrap; rainfall–runoff model; Curve Number; direct runoff; SCS-CN method; small catchment; storm duration; soil moisture; slope; Soil Conservation Service Curve Number method; runoff prediction; runoff; SCS-CN; NRCS-CN; earth observation; LUCC; wildfire; urbanization; design hydrograph; EBA4SUB; mountainous catchments; rainfall-runoff models; ungauged catchments; initial abstraction coefficient; slope-adjusted curve number; rainfall; precise runoff; model accuracy; HEC-HMS; rainfall-runoff modelling; SCS–CN method; Jeju Island; initial abstraction; maximum potential retention; antecedent moisture condition; n/a