Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/33321
DC FieldValueLanguage
dc.contributor.advisor江永哲zh_TW
dc.contributor.advisorChiang Yung-Chehen_US
dc.contributor.author程向榮zh_TW
dc.contributor.authorCheng, Shiang-Rungen_US
dc.date1998zh_TW
dc.date.accessioned2014-06-06T07:45:43Z-
dc.date.available2014-06-06T07:45:43Z-
dc.identifier.urihttp://hdl.handle.net/11455/33321-
dc.description.abstract目前廣泛使用之流量計算公式為水土保持技術規範公式所載之公式,其 對溪 床坡度、溢流口束縮、溢流口形狀及防砂壩上游淤積等對流量計算 之影響並未 加以考慮。本文之試驗即對溪床坡度因子、溢流束縮因子及 防砂壩上游淤積因 子對防砂壩溢流口流量計算之影響進行研究分析,以 推導出更能符合現場不同 環境之防砂壩流量計算公式。由試驗分析結果 ,以上諸因子的確對流量計算產 生影響,並得到一經諸因子修正之流量 計算公式,而修正之流量公式在全寬堰 、渠道水平時能重現水土保持技 術規範公式所載之公式。zh_TW
dc.description.abstractIn the design of check dam, regular formula of discharge we usually used is record in the technical specification. The formula is assumed that the channel is horizontal and full- width weir. But in the actual situation, the slope and the width of notch are accustomed not as wegranted. This study is designed to figure out what impact on the dischrage with slope of channel and width of notch are being changed. As the result of the experiment and analysis, the revised formula has been developed and which can be used in the different slope and width of notch in both deposition and nondeposition.en_US
dc.language.isoen_USzh_TW
dc.publisher水土保持學系zh_TW
dc.subjectCheck damen_US
dc.subject防砂壩zh_TW
dc.subjectWeir notchen_US
dc.subject溢流口zh_TW
dc.titleThe study on the Notch Discharge of Check Damen_US
dc.title防砂壩溢流口流量計算方法之探討zh_TW
dc.typeThesis and Dissertationzh_TW
item.languageiso639-1en_US-
item.openairetypeThesis and Dissertation-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.fulltextno fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
Appears in Collections:水土保持學系
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