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East Asia and Western Pacific METEOROLOGY AND CLIMATE

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372<br />

one meter. Most of the water level gauges are located within a harbor or on<br />

bridge pier in a river system. In the first case, the computed water levels are<br />

usually higher than the harbor water level due to damping effects of the<br />

harbor mouth. In the second case, the computed surge level is usually lower<br />

than those observed in a river due to the effects of flood stage. These factors<br />

have to be considered during the model adjustment stage.<br />

Fig. 4 shows the distribution of water level induced by a typical typhoon<br />

toward 300°T at 5.1 m/s with a central pressure of 965 mb. The maximum<br />

positive surge (157 cm) is located near the Tansui River entrance while the<br />

maximum negative surge (-70 cm) is located near Keelung. With the model,<br />

we have made 1300 simulations using typhoons of various strengths <strong>and</strong><br />

directions passing through Taiwan. For each coastal area, surge heights are<br />

being analyzed for engineering design <strong>and</strong> planning purposes. For example,<br />

near Taipei, severe surge heights are ranked <strong>and</strong> tabulated on top of Fig. 5.<br />

The lower diagram in Fig. 5 shows the storm track index map with<br />

probability roses for typhoon's movements within each 1° by 1° square<br />

according to past data.<br />

In the south-western part of Taiwan, the elevation of many coastal ares<br />

are very low. During the high tide conditions, even a small typhoon passing<br />

through the Phillipines may cause floodings near the SW coast. The writers<br />

believe that those areas are located off deep waters of relatively low latitude.<br />

The large Rossby radius of deformation (700-900 km) when combined with<br />

the coast-trapped waves made the problem worse.<br />

In our prediction operation, improvements are needed in four major areas,<br />

namely, better typhoon track forecast (e.g., see Tsay 1982), higher coastal<br />

resolution, more verification/adjusment, <strong>and</strong> a better wind field model.<br />

ACKNOWLEDGMENTS<br />

The execution of this study would not have been possible without the<br />

help of many colleagues. They are: Drs. S. Y. Chen, L. H. Chang, -L. H.<br />

Fong,C. Y'Kwqh, C. K, Li, T, C. Li, F. C. Liu, W, M. Liu, from the Central<br />

Weather Bureau; Messrs. Y. C. Hwang, W, Lin, N. H. Ma, from the Science

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