This study aimed at mapping the Kota Tinggi ood event in 2006/07 that had caused massive damages to properties and the environment. The ood was associated with unusually high intensity and continuous rainfall. Therefore, a reliable technique of oodplain mapping is crucial for the improvement of ood control strategies and for preparing an evacuation plan. The main objective of this study is to compare the effect of tide on ood modeling analysis. The inundated areas were mapped for various annual recurrent intervals using peak ow data from 1965 to 2010. The study used Light Detection and Ranging (LiDAR) data for ood modeling. HEC-HMS, HEC-RAS, and HEC-GeoRAS were used to develop the ood model. The results rea rm that the GEV model is the best for tting the annual ood. The HEC-HMS hydrologic model was calibrated and validated using observed hydrographs in Sep 2002 and Jan 2003, respectively. Upon successful calibration and validation, the model was used to simulate ood hydrograph in Jan 2007. The modeling took into account the tidal effect. When the tidal effect was not considered, the simulated ood depth was 43 % lower than the observed ood. However, the inclusion of the tidal effect has reduced the simulation error with an average similarity of 91.4%. The simulation results show that the river ow starts to over bank for ARIs exceeded 25 years.