Flood Simulation in South Carolina Watersheds Using Different Precipitation Inputs

Figure 4

Observed and simulated streamflows (solid lines) in two subbasins of Waccamaw (a, c, and e for subbasin 1 and b and d for subbasin 2) using three precipitation inputs (dash lines) for calibration (a, b) and testing period(s) (c–e). ST: station observations, RD: radar data, and ST-PRISM: station observations adjusted by the gridded daily Parameter-elevation Relationships on Independent Slopes Model (PRISM) precipitation data.

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