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聚合物压力拖拽流的有限元分析及数值计算
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作者 王超 《中南民族大学学报(自然科学版)》 CAS 北大核心 2016年第4期70-75,共6页
使用基于Navier-Stock方程的牛顿流体模型对压力拖拽流下的低剪切速率聚合物流体进行了数学建模,利用有限元法对计算区域进行网格离散,并采用插值函数得到了流体连续性方程与运动方程的权函数.通过设定网格结点数据、结点坐标及相关边... 使用基于Navier-Stock方程的牛顿流体模型对压力拖拽流下的低剪切速率聚合物流体进行了数学建模,利用有限元法对计算区域进行网格离散,并采用插值函数得到了流体连续性方程与运动方程的权函数.通过设定网格结点数据、结点坐标及相关边界条件,建立了流变模型的有限元总体方程.其计算结果通过Tecplot软件后处理得到平板间流体流动的速度及压力分布,数值计算结果表明:速度分布在复合条件作用下与在两种边界条件单独作用下完全相等,且压力分布也符合边界条件设定,证明了其求解的正确性;通过更改网格划分及设定方式,此方法亦可用于其他形状规则的牛顿流体二维流变模型有限元分析. 展开更多
关键词 Navier-Stock方程 牛顿模型 二维流变模型 有限元分析
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The Marine Dynamics and Changing Trend off the Modern Yellow River Mouth 被引量:4
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作者 WANG Nan LI Guangxue +3 位作者 XU Jishang QIAO Lulu DADA Olusegun A. ZHOU Chunyan 《Journal of Ocean University of China》 SCIE CAS 2015年第3期433-445,共13页
Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension num... Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension numerical model (MIKE 21) to reveal the tidal and wave dynamics in 2012, and conducts comparative analysis of the changes from 1996 to 2012. The results show that M2 amphidromic point moved southeastward by 11 kin. It further reveals that the tides around the Yellow River mouth are relatively stable due to the small variations in the tidal constituents. Over the study period, there is no noticeable change in the distribution of tidal types and tidal range, and the mean tidal range off the river mouth during the period studied is 0.5-1.1 m. However, the tidal currents changed greatly due to large change in topography. It is observed that the area with strong tidal currents shifted from the old river mouth (1976-1996) to the modem river mouth (1996-present). While the tidal current speeds decreased continually off the old river mouth, they increased off the modem river mouth. The Maximum Tidal Current Speed (MTCS) reached 1.4 m s-1, and the maximum current speed of 50-year return period reached 2.8 m s-1. Waves also changed greatly due to change in topography. The significant wave height (H1/3) of 50-year return period changed proportionately with the water depth, and the ratio of Hi/3 to depth being 0.4-0.6. H1/3 of the 50-year return period in erosion zone increased continually with increasing water depth, and the rate of change varied between 0.06 and 0.07myr-1. Based on the results of this study, we infer that in the future, the modem river mouth will protrude gradually northward, while the erosion zone, comprising the old river mouth and area between the modern river mouth and the old river mouth (Intermediate region) will continue to erode. As the modem river mouth protrudes towards the sea, there will be a gradual increase in the current speed and decrease in wave height. Conversely, the old river mouth will retreat, with gradual decrease in current speed and increase in wave height. As more coastal constructions spring up around the Yellow River mouth in the future, we recommend that variation in hydrodynamics over time should be taken into consideration when designing such coastal constructions. 展开更多
关键词 Yellow River mouth tidal dynamics WAVE numerical simulation change trend 50-year return period
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