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10 YEARS RETURN PERIOD
The results of the model simulation for a storm with a 10 year return period revealed that the flood inundation covers 44% of the area, the average of maximum water depth was 1.25 meters but at some places a maximum depth of 2.96 was reached under present situation. In scenario-A, the downstream floodplain was inundated with average water height of 0.06 meter. The total of 2.28?106 m3 water was stored in the flooded area in scenario-A, which is decreased to 58% from the present situation. In case of scenario-B and scenario-C, the total of flood water volume increased 2 times. The flood extent increased to 29% and 33% in scenarios B and C respectively as compared to present situation.
Figure 1 shows the spatial distribution of flood extent in various scenarios: present land use, scenarios A, B and C. The flood water inundated 28%, 57%, 59% of the territory in scenario-A, scenario-B and scenario-C respectively, compared to 44% in the present land cover scenario. The flood area and water depth were larger at the lower part of floodplain due to low position. The maximum water depth of scenario-B and scenario-C higher than 1 meter covers 25% and 28% of flooded area . In scenario-A, the maximum depth of the flood water was lower than 50 centimeters and covers 44% of the flooded area at lower part.
Click to enlarge

Figure 1 : The spatial distribution of maximum water depth of the three scenarios
and present land use with 10 years return period.

 

Figure 2 shows the distribution of the flow velocity for scenarios A, B and C. For most of inundated area the flow velocity does not rise above 0.30 m/s. For only 13% of flooded area, the speed of the water was higher than 30 centimeters per second. In scenario-B and scenario-C, the speed of the water flow is lower than 0.50 m/s but higher than 0.30 m/s covers 8% and 10% of flooded area, respectively . The high flow velocities are found near the apex of the stream, where the channel has the steepest gradient (see figure 2).
Click to enlarge

Figure 2 : The spatial distribution of maximum flow velocity of the three scenarios
and present land use with 10 years return period.

 

Development of Methodologies for
Land Degradation Assessment Applied to
Land Use Planning in Thailand
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