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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)

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