船舶交通流对受限水域护岸的动力作用机理研究

随着内河水运的飞速发展，船舶大型化、高速化和高密度航行的趋势日益明显，船舶交通流与护岸动力作用随之加剧，使得水上交通安全监管、航道基础设施防护等面临巨大挑战。项目以受限水域为研究区域，通过多源异构交通流数据分析，率定船舶交通流特征参数；采用数据驱动方式，研究受限水域船行波的波浪特性，建立船舶交通流与船行波的系统动力学模型；以近岸船行波时间序列为入射边界条件，基于拉格朗日质点跟踪法，采用有限体积法ANUGA，建立斜坡护岸船行波水动力数学模型，并定量分析边界条件对水动力参数的影响，揭示内河船舶交通流对受限水域护岸的动力作用机理；在长江上游与江汉运河选取研究区域，验证模型算法的有效性与准确性。. 通过上述研究，提出内河船舶交通流与受限水域护岸动力作用的相关模型，揭示其内在机理，保障受限水域船舶通航安全，服务于安全、畅通、生态水运的发展。

With the rapid developments of inland water transport, large scale, high speed and density vessel traffic become the main trends. The interaction between vessel traffic flow and waterway banks has been significantly enhanced, resulting in the challenges in traffic safety administration and infrastructure protection. The present study focuses on this dynamic mechanism in the confined area. Characteristic parameters are derived by multi-source heterogeneous vessel trajectory data. Ship wave characteristics are investigated by in-situ observations and laboratory model tests. System dynamic model is established between vessel traffic flow parameters and ship wave characteristics. Meanwhile, the incident ship wave is incorporated to the ANUGA model and the resulting wave hydrodynamics on the sloping bed is studied. The influence of boundary conditions will be quantitatively evaluated. Field measurements will be conducted at the upper reach of Yangtze River and Jianghan Canal for the validation of the numerical models..The present study aims to reveal dynamic mechanism between vessel traffic flow and waterway banks in the confined waters. The research is helpful to ensure ship navigation safety and development of ecological water transport.