在潮波湧入至河川中的現象，在近幾年來已有許多學者針對此行為進行探討，在往昔的研究中討論到潮波傳播時的動力學行為與影響，不少皆以潮波福祿數為基準去研究，對於福祿數關係式中的潮波波速與流速卻很少去探究。本文以試驗方式探討潮波與逆向流交互作用之特性變化，包含表面波形、峰值大小與流速之間的變化。將試驗分為靜水狀態與存在逆向流的環境，在固定平均水深及不同的速度比Vo⁄U(流速與潮波波速之比)之試驗條件下進行試驗，並在潮波前進路徑密集擺設波高計，對其表面波形的變化作詳細的測量。
試驗結果發現Vo⁄U流速與潮波波速之比會影響潮波呈現的表面波形與峰值，尤其是當以Vo⁄U與1的關係去切入時，能將其影響區分為三種不同的情形，在Vo⁄U≥1時，能夠從表面波形觀測到除了主峰以外的第二峰值，而在Vo⁄U<1時，則看不見此現象，而主峰值的大小也會隨著前進距離增加，在不同的流速與潮波波速條件下，有不同的趨勢變化，而由流速的時序列中可清楚對照峰值發生變化的瞬間與持續時間，有非常一致的關係。

For this paper we conducted a hydraulic experiment to study the interaction between tidal bore and opposing current. Under different normalized amplitude ratios (Vo/U, initial current velocity over tidal bore celerity), we analyzed bore shapes, bore amplitude, and variations in current velocity caused by the interaction between the tidal bore and the opposing current. We used wave gauges and an electromagnetic current meter to conduct the experiment in a 15m smooth flume, as well as setting additional intensive wave gauges to record detailed bore shapes.
We found that normalized amplitude ratios (Vo/U) play a significant role in [in what? Wave formation?]. At lower normalized amplitude ratios (Vo/U <1), we clearly observed a second peak among the mean jump and the whelps. Bore amplitudes rose at the start and fell as the tidal bore was propagated; the final value measured was close to the starting one.

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