题名

河道隘口作用下土砂調節特性之渠道實驗研究

并列篇名

Experimental Investigation on Sediment Regulating Capacity of River Notch

作者

林家興(Chia-Hsing Lin);劉政儒(Cheng-Ju Liu);林士勛(Shih-Hsun Lin);謝正倫(Chjeng-Lun Shieh)

关键词

隘口 ; 束縮 ; 土砂調節功能 ; 土砂前緣 ; River Notch ; Contraction Ratio ; Sediment regulating Capacity ; Sediment front

期刊名称

中華防災學刊

卷期/出版年月

9卷1期(2017 / 02 / 01)

页次

41 - 52

内容语文

繁體中文

中文摘要

本文以室內渠道實驗探討天然河道隘口對土砂調節之功能,藉以了解河道隘口對上游來水來砂事件之調節能力。河道隘口對上游來砂事件之儲砂特性,透過隘口比例模型和上游供砂速率調整,分析隘口上游土砂囚砂能力及下游排砂尖峰折減變化,並進一步探討河道隘口束縮比對囚砂率及排砂折減率之關係。實驗結果顯示,(1)不同隘口比例模型參數對於土砂調節能力以束縮比影響最大,而束縮長度影響不顯著;(2)在上游來水來砂條件相同下,隘口束縮比愈大,則隘口囚砂率及隘口下游排砂折減也愈大;(3)在相同束縮比條件下,上游來砂規模愈大,則隘口囚砂效果愈佳,反之,在一般常流水事件中,則隘口囚砂效果不明顯。由研究成果知天然隘口地形在大規模土砂事件時可提供一定程度之囚砂功能及縮減土砂洪峰排出。

英文摘要

The flume experiment was conducted to explore the sediment regulating capacity in river notch. Different river notch scale model and sediment supply rate of the experiment is expected to show the sediment trapping and sediment reduction ability of river notch. The flume experiment with control parameters including contraction ratio, contraction length, and sediment supply rate to understand the sediment trapping and peak sediment transport reduction capacity. And the relationship between the sediment trapping rate, sediment reduction rate, and contraction ratio was discussed. The results show that (1) the contraction ratio is more effective than contraction length in sediment regulating capacity; (2) under the same sediment supply condition, the sediment trapping rate and sediment reduction rate increases with contraction ratio; (3) under the same contraction ratio condition, the sediment regulating capacity increases with intensity of sediment supply rate. The results confirmed that the river notch has the ability to trap and reduce the amount of sediment.

主题分类 工程學 > 市政與環境工程
参考文献
  1. Armanini, A.,Dalri, C.,Larcher, M.(2006).Slit-check dams for controlling debris flow and mudflow.Proceeding of 11th Congress INTERPRAEVENT 2006,Niigata:
  2. Armanini, A.,Larcher, M.(2001).Rational criterion for designing opening of slit-check dam.Journal of Hydraulic Engineering-Asce,127(2),94-104.
  3. Bellal, M.,Spinewine, B.,Savary, C.,Zech, Y.(2003).Morphological evolution of steep-sloped river beds in the presence of a hydraulic jump: Experimental study.Proceedings of the 30th IAHR Congress,Thessaloniki, Greece:
  4. Catella, M.,Paris, E.,Solari, L.(2005).Case study: Efficiency of slit-check dams in the mountain region of Versilia Basin.Journal of Hydraulic Engineering-Asce,131(3),145-152.
  5. Chen, Y. S.,Kuo, Y. S.,Lai, W. C.,Tsai, Y. J.,Lee, S. P.,Chen, K. T.,Shieh, C. L.(2011).Reflection of typhoon morakot - the challenge of compound disaster simulation.Journal of Mountain Science,8(4),571-581.
  6. Chow, V. T.(2009).Open-channel Hydraulics.Blackburn Press.
  7. Dey, S.,Raikar, R. V.(2005).Scour in long contractions.Journal of Hydraulic Engineering-Asce,131(12),1036-1049.
  8. Goutière, L.,Zech, Y.,Swartenbroekx, C.,Soares-Frazão, S.(2010).Experimental analysis of the morphological evolution induced by a flow in a sudden channel constriction.Proceedings of the River Flow 2010 Conference
  9. Henderson, F. M.(1966).Open channel flow.New York:Macmillan.
  10. Kuo, Y. S.,Tsai, Y. J.,Chen, Y. S.,Shieh, C. L.,Miyamoto, K.,Itoh, T.(2013).Movement of deep-seated rainfall-induced landslide at Hsiaolin Village during Typhoon Morakot.Landslides,10(2),191-202.
  11. Lin, C. H.,Shieh, C. L.,Tseng, C. M.(2011).Water level simulation during Typhoon Morakot.International symposium on sediment disasters under the influence of climate change and tectonic activity (2nd),Sapporo Japan:
  12. Molinas, A.,Marcus, K. B.(1998).Choking in water supply structures and natural channels.Journal of Hydraulic Research,36(4),675-694.
  13. Shieh, C. L.,Wang, C. M.,Chen, Y. S.,Tsai, Y. J.,Tseng, W. H.(2010).An Overview of Disasters Resulted from Typhoon Morakot in Taiwan.Journal of Disaster Research,5(3),236-244.
  14. Shieh, C. L.,Wang, C. M.,Lai, W. C.,Tseng, Y. C.,Lee, S. P.(2009)."The composite hazard resulted from Typhoon Morakot in Taiwan.Journal of the Japan Society of Erosion Control Engineering,62(4),61-65.
  15. Tsai, Y. J.,Kuo, Y. S.,Chen, Y. S.,Shieh, C. L.,Miyamoto, K.(2011)."The landslide movement process at Shiao Lin Village during Typhoon Morakot.International symposium on sediment disasters under the influence of climate change and tectonic activity (2nd) Sapporo Japan The Japan Society of Erosion Control Engineering
  16. Wu, B. S.,Molinas, A.(2001)."Choked flows through short contractions.Journal of Hydraulic Engineering-Asce,127(8),657-662.
  17. Yen, C. L.,Chang, S. Y.,Lee, H. Y.(1992).Aggradation-Degradation Process in Alluvial Channels.Journal of Hydraulic Engineering-Asce,118(12),1651-1669.
  18. 王漢倫(2012)。台南,國立成功大學水利及海洋工程學系。
  19. 林士勛(2015)。台南,國立成功大學水利及海洋工程學系。
  20. 林家興,謝正倫,林士勛(2015)。隘口水理特性之數值研究。第22屆水利工程研討會,台南:
  21. 林家興,謝正倫,劉政儒(2015)。隘口土砂調節功能之渠槽實驗研究。第22屆水利工程研討會,台南:
  22. 施珮瑜(2012)。台中,國立中興大學。
  23. 翁緯明(2006)。台中,國立中興大學。
  24. 劉政儒(2015)。台南,國立成功大學水利及海洋工程學系。
  25. 錢寧,萬兆惠(2003).泥沙運動力學.北京:科學出版社.