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Using DOI as a persistent link

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Abstract 〈TOP〉
Parallel Abstract 〈TOP〉
Reference ( 24 ) 〈TOP〉
  1. 2. 詹明修,實數編碼利基遺傳演算法應用於河川不恆定流模式阻力參數律定之研究碩士論文,國立台灣大學土木工程學研究所,民國93年
  2. 9. 李鴻源、楊錦釧、葉克家、楊志達、謝慧民,「辮狀河系沖淤模式之發展(四)」,國立台灣大學土木工程學研究所研究報告,水利8502,1996。
  3. 10. Ying, X., Khan, A. A., and Wang, S. Y., ‘Upwind conservative scheme for the Saint Venant equations’, J. hydraul. eng., Vol. 130, No. 10, p.977-987, 2004.
  4. 11. Kutija, V., and Hewett, C. JM., ‘Modelling of supercritical flow conditions revisited; NewC scheme’, J. hydraul. res., Vol.40, No.2, p.145-152, 2002.
  5. 12. Wang, J. S., Ni, H. G., and He, Y. S., ‘Finite-difference TVD scheme for computation of dam-break problems.’, J. hydraul. eng., Vol.126, No.4, p.253-262, 2000.
Times Cited (5) 〈TOP〉
  1. 蕭婉玲(2010)。利用伴隨狀態法資料同化河川側入流量之研究。臺灣大學土木工程學研究所學位論文。2010。1-80。 
  2. 李岳洋(2009)。下水道渠管網與邊溝市街流耦合演算之研究。臺灣大學土木工程學研究所學位論文。2009。1-79。 
  3. 蘇玉豪(2007)。應用NewC法建立下水道管網模式。臺灣大學土木工程學研究所學位論文。2007。1-123。 
  4. 洪國展(2007)。邊坡埋設排水管對於地下水位差異分析之水文模式改進研究。臺灣大學土木工程學研究所學位論文。2007。1-148。 
  5. 吳諮育(2017)。地下運輸路網系統遭洪水入侵後水流傳輸現象之模擬-以台北市捷運系統為例。宜蘭大學土木工程學系學位論文。2017。1-127。
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