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水下航行体齐射出筒“水锤”特性分析 被引量:2
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作者 魏英杰 武雨嫣 +2 位作者 王聪 宋武超 卢佳兴 《宇航总体技术》 2020年第5期22-32,共11页
水下航行体齐射出筒过程后,由于外部流体冲击发射筒底部产生"水锤"现象,对发射平台结构具有较强的破坏作用。基于雷诺时均Navier-Stokes方程,采用SST k-ω湍流模型和VOF多相流模型,结合重叠网格技术,在考虑航行体六自由度运... 水下航行体齐射出筒过程后,由于外部流体冲击发射筒底部产生"水锤"现象,对发射平台结构具有较强的破坏作用。基于雷诺时均Navier-Stokes方程,采用SST k-ω湍流模型和VOF多相流模型,结合重叠网格技术,在考虑航行体六自由度运动的情况下建立了适用于计算水下航行体齐射的数值计算方法,分析了齐射状态下"水锤"效应对首次发射筒的作用规律,并研究发射顺序对"水锤"效应的影响。结果表明:航行体出筒后筒内压力出现周期性振荡;次发筒口气团膨胀导致首发筒内压力升高;首发航行体在次发筒口形成压力峰值,并引起次发筒口压力振荡;逆序发射工况下次发筒口气团偏移至首发筒引起首发筒内压力升高。 展开更多
关键词 水下航行体 齐射 “水锤”效应 发射顺序 数值模拟
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“水锤效应”——强震的发动机
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作者 余忠贤 余向红 《国际地震动态》 2002年第6期25-26,共2页
关键词 地幔对流 成因 相变 “水锤效应” 强震
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基于ABAQUS CEL的高速水冲击载荷仿真与试验研究 被引量:4
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作者 齐贺阳 田永卫 《计测技术》 2022年第3期36-42,共7页
针对水陆两栖飞机水箱汲水过程中形成的高速水流冲击问题,开展了高速水冲击载荷特性研究。提出了一种基于调节腔内气压的水冲击试验方法,通过调节储水容器内气压改变水流冲击速度,开展高速水流冲击试验研究;运用ABAQUS CEL数值仿真方法... 针对水陆两栖飞机水箱汲水过程中形成的高速水流冲击问题,开展了高速水冲击载荷特性研究。提出了一种基于调节腔内气压的水冲击试验方法,通过调节储水容器内气压改变水流冲击速度,开展高速水流冲击试验研究;运用ABAQUS CEL数值仿真方法,预设水流初始速度,建立高速水流冲击的有限元模型,分析了水流速度和水管端部与平板间距对于冲击压力的影响。结果表明:数值仿真计算结果与试验结果相差不大,验证了该模型的准确性;水流速度越大,平板受到的冲击压力越大;水管端部与平板的间距越大,平板受到的水流冲击压力越小。 展开更多
关键词 水陆两栖飞机 高速水流 流固耦合 ABAQUS CEL “水锤”理论
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电机软启动器的问题
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作者 张年 张广怀 《科技信息》 2007年第34期102-102,共1页
通过介绍电机软启动器的作用和分类来谈论注意的问题
关键词 硬启动 晶闸管式软启动器 磁控式软启动器“水锤”效应 浪涌焦耳积分(I^2t)值
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如何实现余热回收系统的合理布置——热泵机组在电厂实际应用中的问题及解决方案
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作者 王文军 《科技信息》 2013年第24期328-328,共1页
本文通过介绍同煤大唐热电有限公司余热回收改造工程,就系统设计及应用过程中存在的问题、解决的办法及注意事项等方面提出了一些观点和建议,力求使整个热网系统实现安全稳定运行。
关键词 管阻 凝汽器超压 “水锤”现象 空间限制
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电子式软起动器在大淑村矿选煤科的应用
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作者 唐华 《科技与企业》 2012年第7期299-299,共1页
将185KW的渣浆泵由全压起动改造为电子式软起动器起动,减小了电网电压波动,消除了"水锤"现象,延长了电机及电动闸门的使用寿命。
关键词 全压起动 电子式软起动器 “水锤”
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某吹沙填海场地PHC管桩施工的难点及处理措施研究 被引量:2
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作者 高军会 王伟 宋鹏波 《岩土工程技术》 2016年第5期238-242,共5页
PHC管桩施工速度快,质量易于保证,经济性好,所以越来越多的建筑地基采用高强度预应力混凝土管桩处理。但是PHC管桩施工遇到硬层沉桩困难,因总锤击数过高,易造成桩体疲劳破坏,难以保证成桩质量和施工速度,且如果场地地下水丰富,水位高,... PHC管桩施工速度快,质量易于保证,经济性好,所以越来越多的建筑地基采用高强度预应力混凝土管桩处理。但是PHC管桩施工遇到硬层沉桩困难,因总锤击数过高,易造成桩体疲劳破坏,难以保证成桩质量和施工速度,且如果场地地下水丰富,水位高,高于桩顶,在沉桩过程中采用开口型桩靴,沉桩时土和地下水会进入管桩芯内,且随沉桩深度增大而升高,当PHC预应力管桩桩芯内的土或地下水较高时,沉桩时易因"水锤效应"使桩体爆裂,易造成质量隐患,危及建筑物安全。以在某"吹沙填海"场地进行PHC管桩工程实例研究解决此类问题的措施。 展开更多
关键词 PHC管桩 硬层 沉桩困难 “水锤效应” 透气桩帽 改进型开口桩靴
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Analytic study on the optimal control of water hammer waves in pipes
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作者 曹慧哲 贺志宏 +1 位作者 何钟怡 谈和平 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第6期756-760,共5页
To realize the accurate control of water hammer in pipes by valve stroking, based on basic differential equations of water hammer subjected to initial and boundary conditions, the traveling solution of wave equations ... To realize the accurate control of water hammer in pipes by valve stroking, based on basic differential equations of water hammer subjected to initial and boundary conditions, the traveling solution of wave equations in finite region was applied to the linear water hammer problem. With the given velocity function at the valve and the introduction of curve integration independent of integral path, the exact analytic solution of dimensionless water hammer pressure was obtained in the course of valve closing. Based on the definition of eigen wave height, optimal eigen wave height and observation time, the control goal of water hammer pressure and the judgment rule of the optimal eigen wave height were determined, then the optimal velocity function in the calculated example was derived, which can reduce the water hammer pressure maximally. According to this function, a valve closing program was set, and the optimal control of water hammer could be realized. 展开更多
关键词 PIPES water hammer waves traveling solution optimal control extremum
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Influence of Pipe-Diameter on Water Hammer Phenomenon
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作者 Provenzano Pablo Gabriel 《Journal of Mechanics Engineering and Automation》 2015年第6期370-376,共7页
The influence of parameters pertaining to the confinant structure on water hammer had been less studied than those relative to the fluid. One of them is the inner pipe-diameter, a basic structural-parameter that makes... The influence of parameters pertaining to the confinant structure on water hammer had been less studied than those relative to the fluid. One of them is the inner pipe-diameter, a basic structural-parameter that makes its influence in essential hydraulic topics such as head loss, in pipelines. In this paper, the objective is to analyze the inner-diameter influence on water hammer phenomenon. An analytical algorithm for solving the unsteady-one-dimensional water hammer model had been applied. It had allowed estimating the instantaneous head at any point of a single pipeline. The model was solved by mean of the Laplace's Transformed application and the anti-transforming procedure into the complex field. To determinate the influence of internal-diameter conduit on the pressure oscillation, four distinct inside-diameter values were introduced into the solution, successively. The first overpressure-peak at each case was tabulated along with the corresponding inner^liameter and a mathematical relation had been founded. The obtained results show a close dependence between both, over-pressure peaks and internal-pipe diameter. It was founded that this dependence is given in terms of a non-linear relation between them. It was further founded that the wave frequency is sensitive to the variation of the pipe-diameter. 展开更多
关键词 TRANSIENT OVERPRESSURE shear stress radial.
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The Third Invariant Form of Hydrodynamic Equations and Application for Definition of Water Hammer Characteristics in Pipe
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《Journal of Mechanics Engineering and Automation》 2014年第1期85-90,共6页
There were for a long time two invariant forms of hydrodynamic equations: one was related to coordinate system of references, and the other was versus to measure units of characteristics. These both invariant forms h... There were for a long time two invariant forms of hydrodynamic equations: one was related to coordinate system of references, and the other was versus to measure units of characteristics. These both invariant forms had important roles in the development of theoretical and practical applications of hydro-aerodynamics and related industries. The third invariant form of hydrodynamic equations is one for the dimensions of spaces. For this goal, the hyper quantities (space and physics) are introduced. Then these are created we can easily cover all problems in arbitrary dimensions (3D, 2D, 1D, separate space for liquids or constituent matters). In particularly, when they are applied to water hammer problem, which is an especially problem, we can receive immediately celerity and pressure of the event. 展开更多
关键词 Hydrodynamic equations invariant form water hammer.
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Electrospinning with a spindle-knot structure for effective PM_(2.5) capture
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作者 Zongwang Huang Juan Liao +4 位作者 Yi Zhang Fulai Yuan Sainan Liu Jing Ouyang Huaming Yang 《Science China Materials》 SCIE EI CAS CSCD 2021年第5期1278-1290,共13页
Long-term air contamination and pollution challenges in particulate matter(PM) have raised fervent concerns for public health, e.g., the PM physical damage or the bacteria and virus carried by the PM. The desired air ... Long-term air contamination and pollution challenges in particulate matter(PM) have raised fervent concerns for public health, e.g., the PM physical damage or the bacteria and virus carried by the PM. The desired air filter, seeking both high filtration efficiency and low pressure drop remains challenging. Here, we report a bio-inspired spindle-knot halloysite nanotube microsphere-incorporated nanofiber(HNM-NF) filter with the assembly and shape structures of the spider silk. The resulting HNM-NFs exhibit integrated properties of high surface energy, hydrophilicity and strong PM capture. The spindle-knot structures could shrink the outer pore size on two-dimensional(2 D) surface and construct the fluffy 3 D reticular architecture, facilitating high-efficiency air pollutant capture(>85.0%) while maintaining low resistance to airflow(~39 Pa). The spindle-knot construction method was applicable to various materials(i.e.,Al_(2)O_(3), ZnO and TiO_(2)) and volume production of the microsphere-incorporated NF cartridge. The diversified spindleknot construction will be valuable for adapting to meet different filtration requirements. 展开更多
关键词 spindle knot ELECTROSPINNING BIO-INSPIRED PM2.5 air filter
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