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TIDAL BORE IN THE NORTH BRANCH OF THE CHANGJIANG ESTUARY

机译:长江口北支潮汐带

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摘要

The development, characteristics and causes of the tidal bore in the North Branch of the Changjiang Estuary are expounded, based on in-situ survey, measured and relative historical data. When the velocity of flood current exceeds the tidal wave celerity (the supercritial flow occurs), the water level abruptly jumps and a tidal bore is formed. The Froude number can be used to determine whether a tidal bore will form or not. A analysis indicates that narrowing channel increases flood current velocity and sloping riverbed slows down wave celerity. The North Branch channel has been narrowed and its bed has been silted because of natural processes and artificial reclamation in recent years, which are the main causes of frequent and strong bore occurrence. Furthermore the observed data in April 2001 when the tidal bore occurred at the Qinglong Harbor indicated that a tidal bore was produced when the Froude number F_r > 1. The converging funnel shape and submerged sand bars are necessary conditions for the formation of a bore. The Froude number begins greater than 1 at Lingdianxi (50 km upstream from the mouth) for either maximum or minimum bores, which indicates Lingdianxi is the initial site of North Branch bores.
机译:基于实地调查,实测资料和相关历史资料,阐述了长江口北支潮汐口的发育,特征及成因。当洪流速度超过潮汐波速(发生超临界流)时,水位突然跳升并形成潮汐孔。弗劳德数可用于确定是否会形成潮汐孔。分析表明,变窄的河道增加了洪水流速度,倾斜的河床减慢了波速。近年来,由于自然过程和人工开垦,北分支河道已经变窄,河床被淤塞,这是频繁发生强力钻孔的主要原因。此外,2001年4月在青龙港发生潮汐孔时的观测数据表明,当弗洛德数F_r> 1时,便产生了潮汐孔。会聚的漏斗形状和浸没的沙洲是形成孔洞的必要条件。无论是最大钻孔还是最小钻孔,弗林德数都在凌甸溪(距河口上游50 km)大于1处开始,这表明凌甸溪是北支钻孔的初始位置。

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