| 潮致泥沙全沙净输运解析模式 |
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| 引用本文： | 储鏖,徐怡,陈永平,郁夏琰,王彪.潮致泥沙全沙净输运解析模式[J].海洋工程,2020,38(4):61-72. |
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| 作者姓名： | 储鏖 徐怡 陈永平 郁夏琰 王彪 |
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| 作者单位： | 河海大学 港口海岸与近海工程学院, 江苏 南京 210098;江苏省海岸海洋资源开发与环境安全重点实验室(河海大学), 江苏 南京 210098;河海大学 港口海岸与近海工程学院, 江苏 南京 210098;中交上海航道勘察设计研究院有限公司, 上海 200120;上海市环境科学研究院, 上海 200233 |
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| 基金项目： | 国家重点研发计划项目（2017YFC0405400）；国家自然科学基金项目（41976156，51620105005）；江苏省海岸海洋资源开发与环境安全重点实验室开放基金资助项目（JSCE201510）；上海市科委资助项目（18DZ1206500）；河海大学中央高校基本科研业务费项目（202004017） |
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| 摘 要： | 泥沙运动作为水流和底床相互作用的纽带,是河流、河口及海岸工程研究的重要内容。在潮波作用明显的河口、海岸地区,周期性的动力作用下的泥沙运动具有往复和可逆的特征,因此研究这类水域的泥沙的净输运更具有实际的意义。基于泥沙输运和流速呈指数关系假设,建立潮流环境下的泥沙全沙净输运的解析解公式,并对该公式的计算结果和数值计算以及数学模型的结果进行了检验和验证,结果表明本研究提出的公式能较好地反应潮流环境下的泥沙净输运。由此,基于本公式采用潮流分潮调和常数可计算得到全沙净输运,并可以分析各分潮流及其相互作用与泥沙净输运的关系。研究结果显示,在受径流影响较大的半日潮河口,S2、MS4、M2三潮相互作用对全沙净输运的贡献显著高于通常的潮流不对称作用,即M2、M4的相互作用。此外,河口区域径流导致的余流对泥沙净输运的贡献不可忽略,特别是在洪季,大径流量条件下往往导致余流较大,其对泥沙净输运的贡献所占比例较大。
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| 关 键 词： | 泥沙净输运 全沙输沙公式 潮流分潮 余流 长江口 |
| 收稿时间： | 2019/12/21 0:00:00 |
Analytical model for tidal-induced net sediment transport |
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| CHU Ao,XU Yi,CHEN Yongping,YU Xiayan,WANG Biao.Analytical model for tidal-induced net sediment transport[J].Ocean Engineering,2020,38(4):61-72. |
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| Authors: | CHU Ao XU Yi CHEN Yongping YU Xiayan WANG Biao |
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| Institution: | College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security(Hohai University), Nanjing 210098, China;College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China;Shanghai Waterway Engineering Design and Consulting Co., Ltd., Shanghai 200120, China; Shanghai Academy of Environmental Sciences, Shanghai 200233, China |
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| Abstract: | Sediment transport, as a link of interaction between current and bed, is an important issue of river, estuary and coastal engineering research. In tide-dominated estuaries and coastal areas, sediment transport driven by periodic dynamic forces is reciprocating and reversible. Therefore, study on net sediment transport in these areas is rather practical. Based on the hypothesis of sediment transport proportional to the exponent of current velocity, the analytical expression of net total load sediment transport with tide current constituents is derived. The present analytical expression has been verified against the result of numerical calculation and the result of mathematic model. The result shows that the proposed analytical expression can represent the net sediment transport well in tidal environment. Thus, the net sediment transport can be calculated based on the present expression by using tidal current constituents, and the relationship between interaction of tidal constituent and sediment transport can be achieved. The result reveals that the contribution of the triple interaction of S2, MS4 and M2 to the net sediment transport is significantly higher than that of classic tidal asymmetry (i.e., interaction of M2 and M4). In addition, the contribution of residual current in estuaries caused by large runoff from upstream to the net sediment transport cannot be neglected. Especially in the flood season, the contribution of residual flow increases obviously. |
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| Keywords: | net sediment transport total load sediment transport formula tidal current constituents residual current Yangtze estuary |
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