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河道種植糙率推估資料庫之建置與應用

Database Setup and Its Application for Roughness Estimation of Planting in the Floodplain

摘要


河川或管道中水流流動,受到水深、濕周邊界形狀、邊界粗糙度及渠坡等因素之影響。河道中若有高低莖植物之存在,當上游流量漸增、水位逐漸漫升時,依不同水深及植物所受阻力相對關係,水流所受阻力將逐漸增加。但對於河道植生所增阻力之糙率推估,為河道水理或洪水演算前所必先得知,其並不易直接以理論或經驗公式直接推估,往往需要先多方評估水理與植生條件,並進行多次試算、迭代,方能正確推估出河道植生後之糙率係數。本文整理分析前人所完成之河道糙率相關研究成果、經驗公式,以建立河道植生糙率推估試算流程,並建置河道植生糙率推估資料庫,將大幅簡化過去對河道植生糙率推估時之繁複流程,提高糙率推估之正確性,並可提供未來河道植生相關研究或水利生態、綠美化工程規劃工作之參考。

關鍵字

河道植生 糙率 洪水演算 資料庫

並列摘要


Flows in streams or channels are affected by many factors including water depth, the shape of the adjacent perimeter, boundary roughness, and longitudinal bed gradient. In cases where plants of diverse heights exist in the channel, resistance to flow due to vegetation can increase as the incoming discharge increases and/or the stage rises. Such increases may follow a prescribed stage-vegetal resistance relationship. Estimation of this stage-vegetal resistance relationship is needed ahead of river hydraulics and/or flood routing; however, at present such a relationship has not been derived theoretically or obtained empirically. A reasonable vegetal-resistance value is only obtained after careful evaluation of hydraulic and vegetation conditions and from repeated trial-and-error computations. This project reviews and analyzes the results and empirical formulas of previous roughness studies to establish the procedures of roughness estimation of floodplain vegetation as well as constructing a database for roughness estimation. The efforts are aim to considerably reduce the amount of repetition and complexity of considerably in the earlier process of roughness estimation so as to improve the accuracy of this process. The results can then serve as reference for future research and regulatory planning in floodplain vegetation management, hydro-ecology, and green-engineering.

被引用紀錄


洪偉哲(2006)。植生渠道水理性質之研究〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200600592
周峻暐(2009)。不同植生條件渠槽沖蝕之研究〔碩士論文,國立屏東科技大學〕。華藝線上圖書館。https://doi.org/10.6346/NPUST.2009.00302

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