三種乾砌石工法於不同流速下淤砂作用之研究

黃春霖

doi:10.6840/CYCU.2014.00102、10.6840/cycu201400124

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三種乾砌石工法於不同流速下淤砂作用之研究

Study on Deposition Effect in Different Velocity of Different Dry Masonary Work

黃春霖 , Masters　　Advisor：張德鑫　　

繁體中文 DOI： 10.6840/CYCU.2014.00102、10.6840/cycu201400124

順魚鱗；逆魚鱗；垂直魚鱗； positive-scale structure ； inverse-scale ； vertical-scale structure

Abstract │ Reference (40) │ Times Cited (2) │ Altmetrics

Abstract 〈TOP〉

Parallel Abstract 〈TOP〉

ABSTRACT
In recent years, due to the rise of ecological awareness of conservation, ecological and environmental problems has been regarded as an important river issues, application of ecological engineering required to consider local conditions and local materials, and the need to make the overall system considerations. Domestic dikes and revetments, the use of concrete flood wall, although able to reach flood prevention effect, but this construction method tends to destroy the natural ecology.
In this study, based on Beinan River actual flow rate, sand grain size, slope and switchgrass workers materials such as information model test. Use hydraulic flume tests to analyzes vertical-scale structure, positive-scale structure and inverse-scale structure three in different stone masonry works to execute the hydraulic model test of clean water and Sand Filled test. To investigate this in three different stone masonry works, the change of Manning coefficient and physical parameters of the water under different velocity of flow for future references.
This study know, inverse-scale structure velocity of flow is the biggest changing in vertical section,the second is vertical-scale structure,the least is positive-scale structure；Manning coefficient of three masonary work the biggest is inverse-scale structure, second one is ertical-scale structure, the least is positive-scale structure.
When the flow changes from small to large, inverse-scale structure and positive-scale structure sediment size distribution will change, when low flow, large particles of sand will be deposited in the preceding of test section, when the flow becomes large, large particles of sand will be deposited in the rear of test section; But the vertical-scale structure of deposition gravel size distribution won't change ,when the flow changing.

Reference ( 40 ) 〈TOP〉

13. Wu, F. C., Shen, H. W. and Chou, Y. J., (1999), “Variation of roughness coefficients for Unsubmerged and submerged vegetation,” Journal of Hydraulic Engineering, ASCE, 125(9), p.934~p.942.
連結：
14. Carollo, F. G., Ferro, V., Termin, D. (2002), “Flow velocity measurements in vegetated channels,”Journal of Hydraulic Engineering, ASCE,128(7), p.664-p.673.
連結：
16. 陳獻、楊紹洋、詹榮鑑(2005)，「預鑄生態石塊應用在灌排水路之設計」，農業工程學報，第51卷，第2期，P.75~P.85。
連結：
18. 楊紹洋、張嫆青、詹千慧、徐采恩(2007)，「多樣性渠道粗糙係數之估算」，農業工程研討會論文集。
連結：
21. 郭律君(2005)，「水流流經群樁之水理特性研究」，國立成功大學水利及海洋工程研究所碩士論文。
連結：

Times Cited (2) 〈TOP〉

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