Simulated result was soundly consistent with the actual
situation (Yuan and Shi, 2001). Furthermore, simulated
maximum flood peak discharges at 1%, 2%, and 5% storm
probability (see later explanation) were compared with the
data in ‘‘Plan of Urban Flood Control in Shenzhen’’ (1994).
The relative error was lower than 10%, showing a reliable
simulated result. Thus, the SCS model could be applied in
the regions where the hydrological data are limited.