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Malaysia Water Research Journal<br />
d) e) f)<br />
Figure 8. The average rate of bed level change for projection at year a) 2020,<br />
b) 2060, c) 2100 and average bedload for projection at year d) 2020, e) 2060<br />
and f) 2100 the Kuala Pahang estuary.<br />
Table 4. Sediment transport analysis<br />
Sea Level Rise<br />
Average Rate<br />
of bed level<br />
change (m/<br />
dy)<br />
Average Bed<br />
load (m3/<br />
s/m)<br />
No Sea Level<br />
Rise (2014)<br />
Low Sea<br />
Level Rise<br />
(2020)<br />
Moderate<br />
Sea Level Rise<br />
(2060)<br />
High Sea<br />
Level Rise<br />
(2100)<br />
- 0.034 m 0.144 0.307 m<br />
-0.03 – +0.3 +0.2 +0.4 +0.6<br />
0.0002 0.0003 0.0004 0.0008<br />
5 CONCLUSIONS<br />
This study shows that rising sea levels obviously influenced the hydrodynamic<br />
pattern at the Kuala Pahang. Increasing sea level consequently produced<br />
faster current speed, in particular at the left bank of the estuary. This promotes<br />
sediment entrainment and increasing the erosion rate at this area. However,<br />
due to the complexity bed morphology of Kuala Pahang, where existing formed<br />
sand bars influenced the current speed to be much lower, in particular at the<br />
right bank of the estuary. Lower flow velocity promotes sediment deposition<br />
which subsequently a formation of new land may be expected. Therefore, it is<br />
concluded that rise in sea level will increase the water level at the river estuary<br />
due to backwater effect and changes in the hydrodynamic patern change the<br />
place of sediment deposition which might lead to river flooding.<br />
Institut Penyelidikan Hidraulik Kebangsaan Malaysia (NAHRIM)<br />
25<br />
National Hydraulic Institute of Malaysia (NAHRIM)