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Zhang  Xing-yu  Lyu  Xu-jian  Fan  Xu-dong 《中国海洋工程》2022,36(5):734-742

When a high-speed body with cavity passes through water-air free surface and exits water, its mechanical environment and dynamic characteristics change significantly due to the great difference in density and viscosity between water and air. With focusing on this problem, the Computational Fluid Dynamics (CFD) method is applied to perform numerical calculation on the process of this vapor-liquid-gas flow during the water exit of a high-speed cylinder, with the Volume of Fraction (VOF) multiphase flow interface-capturing techniques and the overset grid technology. After the verification and validation of the CFD model through mesh convergence study and a water-entry experiment, cavity evolution and flow characteristics including pressure and velocity distribution during the water exit are analyzed. The effects of different initial velocities on the pressure distribution and drag characteristics of the cylinder are investigated. Calculated results show that the cavity collapse during water exit causes strong pressure fluctuation on the cylinder; when the cylinder exits water enveloped in a supercavity, the pressure distribution on its wall surface and surrounding water region is relatively uniform, and the drag changes gently, and thus the cylinder has good motion stability.

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按照泥沙优化配置评价指标应满足的科学性、系统性、层次性、代表性、定量性和可比性等筛选原则,初步构建了黄河泥沙配置评价指标体系框架,针对黄河泥沙空间优化配置的技术子目标和经济子目标,筛选了河道平滩流量、"二级悬河"高差、入海排沙比、水库拦沙投入、人工(机械)放淤投入和排沙入海投入等6个主要评价指标,提出了各个评价指标和综合评价函数的计算方法,并提出了黄河泥沙配置方案的综合评价方法。通过对12个黄河泥沙空间优化配置方案进行综合评价,建议了较优的配置方案。方案中各种配置方式平均配置沙量比例分别为:水库拦沙量41.0%、河口造陆沙量18.0%、深海输沙量17.8%、引水引沙量10.4%、人工(机械)放淤沙量6.9%、主河槽冲淤沙量3.8%、洪水淤滩沙量2.1%。  相似文献   
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不平衡输沙含沙量垂线分布研究   总被引:2,自引:0,他引:2       下载免费PDF全文
采用理论推导和数值计算的方法,进一步研究了不平衡输沙条件下的含沙量垂线分布,首次提出了非饱和泥沙通量的概念及其表达式,推导了不平衡输沙含沙量垂线分布的理论解,包括不平衡输沙含沙量垂线分布指数公式和幂函数公式,以及相应的底部含沙量确定方法。同时利用差分法求解剖面二维扩散方程,得到了不同参数的不平衡输沙含沙量垂线分布。其结果除少数误差稍大外,两种途径得出的含沙量垂线分布彼此符合良好。  相似文献   
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