第五章 結論與建議
5.2 建議
1. 沿海低地平原之地表水流現象易受地形地貌之影響,應收集更可靠之交通 系統、灌排水路及塭堤與低地高程資料,以提升模擬演算之可靠性。
2. 本文建置之地文性淹水預報模式,在即時演算模擬時需饋入即時之雨量、
潮位與水庫放流預報資料,建議宜整合上述水文預報資訊,加強即時水情 資訊傳送,以利模式校驗提升模擬演算之可靠性。
3. 建議在嚴重淹水區及鄰近排水路設置水位站,並於適當地點設置洪痕水 尺,以收集量化之淹水深度及範圍等資訊,提升模擬演算之可靠性。
4. 建議以消防局或里長接獲民眾報案之淹水描述情形,驗證淹水範圍。
5. 在颱風勘災調查方面,建議運用淹水期間航拍照片或衛星照片比對,期提 升模式準確性。
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6. 位於沿海低地平原之排水系統,會因流域邊界高程不足而與相鄰流域間發 生越域水流,也會因颱風暴潮之水位抬升及漲潮流量而遲滯感潮之洪水渲 洩。因此颱洪期間進行淹水預報時,應結合低地平原之相鄰排水系統進行 淹水預報演算。此一平原地區集水區邊界不明顯之現象,更由於近年來因 縣市合併,因應描述一更大範圍淹水現象之需求也隨之增加,故需要整合 若干個集水區以多部個人電腦同步運算,建議可運用繪圖處理器(Graphic Procesing Unit, GPU)以平行技術提升模式在整合模擬多個集水區之演算速 度。
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附錄一 歷史颱風事件淹排水模擬演算成果
附 1.1 莫拉克颱風淹水現象模擬
莫拉克颱風淹水現象模擬自 2009 年 8 月 5 日 00:00 至 8 月 13 日 4:
00,共 197 小時。附表 1-1 為莫拉克颱風期間研究區域內雨量站個別之降雨過
00,共 197 小時。附表 1-1 為莫拉克颱風期間研究區域內雨量站個別之降雨過