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剪切流场中分散相液滴行为研究
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作者 王亮 董守平 +4 位作者 张建 郭长会 周建平 张明明 王会娟 《实验流体力学》 EI CAS CSCD 北大核心 2011年第4期26-31,共6页
目前乳化液破乳机理研究领域对剪切流场作用下分散相液滴行为的研究仍存在一些需要解答的问题。通过设计内外筒反向旋转剪切实验装置,结合数字图像处理技术,从实验角度进行了系统研究。实验数据显示液滴在剪切流场中发生三维力学变形,... 目前乳化液破乳机理研究领域对剪切流场作用下分散相液滴行为的研究仍存在一些需要解答的问题。通过设计内外筒反向旋转剪切实验装置,结合数字图像处理技术,从实验角度进行了系统研究。实验数据显示液滴在剪切流场中发生三维力学变形,通过提出液滴形变非仿射度和综合变形度的概念,对液滴变形规律及其机理进行了相应的实验及理论探讨。同时,通过新颖可靠的测量方法,探索了液滴变形过程中内外流场压差的变化规律,数据显示液滴内外压差变化显著,且影响液滴形态。此外,还对剪切流场中液滴的变形过程进行了数值模拟,结果与实验及理论符合较好。提出了一套系统的液滴模型描述方法,为今后精确液滴变形形态数学模型的建立打下基础。 展开更多
关键词 破乳 剪切流场 液滴形变 三维力学模型 非仿射度 综合变形度 压差测量
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INVESTIGATION AND APPLICATION OF LAWS OF TWO DIMENSIONAL TRANSFORMATION OF SANDY BEACHES UNDER WAVE ACTION 被引量:1
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作者 wang, liang 《China Ocean Engineering》 SCIE EI 1990年第4期447-457,共11页
Based on previous research results and experimental studies, this paper indicates the important factors affecting two-dimensional transformation of sandy beaches, especially the characteristic slope and sediment trans... Based on previous research results and experimental studies, this paper indicates the important factors affecting two-dimensional transformation of sandy beaches, especially the characteristic slope and sediment transport factor. A discrimination criterion of transformation type of sandy beaches is derived by applying the theory of wave energy dissipation rate. This criterion is closely examined with a lot of data and can be used to forecast the transformation of sandy beaches under the action of varying wave climates. 展开更多
关键词 Energy Conservation Water Waves Wave Effects
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Approach to Calculating Methods of Wave Breaking Depth and Height
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作者 wang, liang Du, Heng 《China Ocean Engineering》 SCIE EI 1993年第1期85-98,共14页
Engineers in coastal engineering have been paying much attention to the research subject on wave breaking. In this paper, previous research results on the calculating methods of wave breaking depth and height are enum... Engineers in coastal engineering have been paying much attention to the research subject on wave breaking. In this paper, previous research results on the calculating methods of wave breaking depth and height are enumerated, the laws of wave transformation before and after wave breaking are investigated, an adequate supposition is made, and the effect of beach slope, bed friction and breaking turbulence on wave breaking is considered. By applying the theory of wave energy dissipation rate and combining with proper formulas of solitary waves, a new calculating formula of wave breaking depth and height on the movable bed is derived and examined with the data from experimental pools of different sizes, and it is proved to be of practicability. 展开更多
关键词 Energy dissipation FRICTION Numerical methods TURBULENCE
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