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A method to determine the design tidal discharge of an estuary

机译:一种确定河口设计潮汐排放的方法

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Water in an estuary moves back and forth in a tidal period, i.e. there are two tidal phases, the flood tide and the ebb tide. As a result, tidal discharge at any cross-section of the estuary cannot he measured on a continuous basis due to the difficulties in measuring. Therefore, there is a need to explore an approach to determine the design tidal discharge using incomplete data series of tidal discharge. This paper selected the Xuliujing cross-section of the lower reach of the Changjiang River as a case study site, and proposes a method to compute design tidal discharge based on the correlation analysis between tidal discharges and tide levels. This method integrated unsteady flow calculation, correlation analysis and frequency analysis so that stable design tidal discharges with definite frequencies can be derived. The research results have been adopted in the preliminary design of the Suzhou-Nantong Changjiang River bridge, which is only 2 km away from the Xuliujing cross-section, and will provide a beneficial reference for other similar estuary studies.
机译:在河口中的水在潮汐时期来回移动,即有两个潮汐阶段,洪水潮和退潮。结果,由于测量的困难,河口的任何横截面的潮汐放电不能连续测量。因此,需要探索使用不完整数据系列的潮汐放电来确定设计潮汐放电的方法。本文选择了长江下游的Xuliujing横截面作为案例研究现场,并提出了一种基于潮气排放和潮水平之间的相关分析来计算设计潮汐放电的方法。该方法集成了非定常流量计算,相关性分析和频率分析,从而可以导出具有明确频率的稳定设计潮汐放电。研究结果已在苏州 - 南通长江大桥初步设计中采用,距离Xuliujing横截面仅2公里,并将为其他类似的河口研究提供有益的参考。

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