2005-01-012024-05-15https://scholars.lib.ntu.edu.tw/handle/123456789/664574摘要:延續去年之研究成果,由模擬清水流改以含砂水流進行實驗增加實驗的組數,使模擬結果更為完整,並加以進行分析,以修正去年所得之流量公式,使公式之可行性提昇。本計畫之目的為使前期初步推導之梳子壩流量公式更能符合現地狀況,並利用所導出之公式分析現行各種梳子壩壩型之設計是否高估或低估流量,檢討其設計之安全性和功能性。而研究成果將得以讓目前治山防災上大量運用之梳子壩設計有一規劃準則。<br> Abstract: The project continues of research results last year, by simulating the clear current of water to change by contains the granulated substance current of water to carry on the experiment and causing the result of experiment to be more complete. The experimental data obtained is analyzed to revise the propose model and to make the formula of flow of comb typed dams derived tentatively in earlier stage can accord with the state now even more. The results of research will let design on comb typed dams have a plan criterion.梳子壩溢洪口水槽試驗Comb Typed DamSpillwayFlume Experiment梳子壩及其溢洪道之流量計算研究(Ⅲ)