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回转体头部空化噪声特性的实验研究 被引量:12
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作者 李福新 邓飞 +1 位作者 鲍鹏 张宇文 《流体力学实验与测量》 CSCD 北大核心 2002年第2期42-46,共5页
为了分析回转体头部空化噪声特性,利用高速水洞实验室对实验测得的回转体圆头头体、平头头体模型空化噪声的谱特性进行了测量。测量结果表明:在空化形态不变的条件下,空化噪声宽带谱级将随空泡数的减小而单调增加;随着空化的发展,其空... 为了分析回转体头部空化噪声特性,利用高速水洞实验室对实验测得的回转体圆头头体、平头头体模型空化噪声的谱特性进行了测量。测量结果表明:在空化形态不变的条件下,空化噪声宽带谱级将随空泡数的减小而单调增加;随着空化的发展,其空化噪声谱的低频段升高,而高频段的噪声则相对下降;在空泡数基本相同的条件下,模型空化噪声的宽带谱级和谱形基本相同。 展开更多
关键词 回转体头部 空化噪声 实验研究 水洞 空泡 水下航行体
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水下充水圆柱声腔内声场自适应有源控制实验研究
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作者 陈克安 孙朝晖 孙进才 《应用声学》 CSCD 1996年第6期29-32,36,共5页
本文研究了有限长充水圆柱置于水中,外声场透射形成的腔内声场自适应有源控制实验研究。结果显示:由于圆柱结构与水介质的耦合,有源控制中的声控制方法能够较好地抵消声腔主导模态和强耦合的结构主导模态,因而能够抵消在圆柱腔内较... 本文研究了有限长充水圆柱置于水中,外声场透射形成的腔内声场自适应有源控制实验研究。结果显示:由于圆柱结构与水介质的耦合,有源控制中的声控制方法能够较好地抵消声腔主导模态和强耦合的结构主导模态,因而能够抵消在圆柱腔内较宽频带范围内的声场。实验还研究了消声频带,误差传感器布放位置及消声区域等问题。 展开更多
关键词 自适应 充水圆柱声腔 有源噪声 控制 水声
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水下流激孔腔噪声前馈有源控制实验研究
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作者 钟丽琴 宋哲男 +2 位作者 常道庆 吴鸣 程晓斌 《应用声学》 CSCD 北大核心 2022年第5期802-807,共6页
水流流经腔体时引起的自激振荡会形成流激噪声,该文通过仿真和实验研究了水下流激孔腔噪声的主动声场控制。应用有源前馈控制方法,对比了参考信号的选取以及控制器中增加的泄露因子对控制结果的影响,并在水循环管路中对流激孔腔噪声前... 水流流经腔体时引起的自激振荡会形成流激噪声,该文通过仿真和实验研究了水下流激孔腔噪声的主动声场控制。应用有源前馈控制方法,对比了参考信号的选取以及控制器中增加的泄露因子对控制结果的影响,并在水循环管路中对流激孔腔噪声前馈控制效果进行了实验验证。研究结果表明,前馈有源噪声控制方法可有效抑制水下流激孔腔噪声,在误差点和辅助观测点都取得了良好的降噪效果,最大降噪量大于8 dB,并且使用腔内信号作为参考的控制效果优于上游信号作为参考。 展开更多
关键词 水下流激孔腔噪声 前馈有源噪声控制 水循环管路实验
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水隔泵的噪声研究与控制
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作者 张景彬 《沈阳大学学报》 CAS 2009年第2期105-107,共3页
对水隔泵噪声的产生机理及原因进行了分析与研究.阐述了水隔泵机械性噪声与清水阀开度的关系:流体动力性噪声是当清水阀节流时,断面收缩处流速增高所致;气穴噪声是由于清水阀内压力低于流体气化压力,流体急骤地气化而形成的.阐述了噪声... 对水隔泵噪声的产生机理及原因进行了分析与研究.阐述了水隔泵机械性噪声与清水阀开度的关系:流体动力性噪声是当清水阀节流时,断面收缩处流速增高所致;气穴噪声是由于清水阀内压力低于流体气化压力,流体急骤地气化而形成的.阐述了噪声对人体及设备的危害.提出了改进阀芯密封形式,改进阀芯结构,在管路设置降噪声设施等控制方法,以降低或消除水隔泵噪声.通过实验证明改进阀芯结构既起到降底噪声作用,又起到泄荷和减小驱动力的作用. 展开更多
关键词 水隔泵 噪声 气穴 压力冲击
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Hydroacoustic analysis of open cavity subsonic flow based on multiple parameter numerical models 被引量:4
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作者 袁国清 蒋伟康 华宏星 《Journal of Hydrodynamics》 SCIE EI CSCD 2015年第5期668-678,共11页
The prediction of the flow-induced noise level is a key issue in the fluid–dynamic acoustics. In the hydroacoustics field, the complicated feedback induced by the flow past open cavities can amplify the convection in... The prediction of the flow-induced noise level is a key issue in the fluid–dynamic acoustics. In the hydroacoustics field, the complicated feedback induced by the flow past open cavities can amplify the convection instability in the shear layer which further leads to important noise radiations. The noise consists of intense narrowband and broadband components. In this paper, the level of the noise radiated by a subsonic cavity flow is calculated by using numerical flow computations based on the large eddy simulation(LES) and by solving the Ffowcs Williams-Hawkings equation. A series of three-dimensional open cavity models with overset grids and appropriate boundary conditions are developed for the hydroacoustic numerical computation. The self-sustained oscillation characteristics of the cavity flow are investigated, together with the mechanisms of the cavity noise generation. The distinguishing features of the flow-induced noise of the underwater structure cavities are studied with respect to the parameters of the cavity models, such as the free stream velocity, the dimensions of the cavity mouth, the angle of the cavity neck, the horizontal and vertical porous cavity models and the actual submarine open cavity model with an incoming flow attack angle. It is shown that it may be feasible to reduce the flow-induced noise by appropriate optimal parameters of the underwater structure cavities. 展开更多
关键词 flow-induced noise underwater structure cavity large eddy simulation(LES) Ffowcs Williams-Hawkings equation
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Suppression of self-sustained oscillations of incompressible flow over aperture-cavities and its mechanisms 被引量:1
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作者 Wen-wen Zhang Rong-wu Xu +1 位作者 Lin He Jia Duan 《Journal of Hydrodynamics》 SCIE EI CSCD 2022年第5期876-892,共17页
Experiments and large-eddy simulations(LESs)are conducted to study the effectiveness and the underlying physical mechanisms of a passive control technique for suppressing the self-sustained oscillations of incompressi... Experiments and large-eddy simulations(LESs)are conducted to study the effectiveness and the underlying physical mechanisms of a passive control technique for suppressing the self-sustained oscillations of incompressible flow over aperture-cavities.The control technique is implemented by installing a wedge block above the chamfered leading-edge.The experiments are carried out in a low-speed water tunnel with the freestream velocity ranging from 0.4 m/s to 4.4 m/s,while the large-eddy simulations are carried out corresponding to the experiment at a velocity of 4.0 m/s.The wall pressure fluctuations measured along the cavity floor show that a significant suppression of the self-sustained oscillations of the shear layers can be achieved by the control device.Furthermore,the suppression performance is improved as the freestream velocity increases,not limited to the design point of the control device.The analysis of numerical simulation results focuses on three aspects,the vorticity fields,the velocity fields and the pressure fields,and the physical effects of the control device on the incompressible aperture-cavity flow are visualized.Three mechanisms of suppressing the cavity oscillations are identified from the numerical results,which are the destruction of the large vortex structures by the high frequency vortical excitations,the inhabitation of the intracavity recirculation feedback by introducing the lower shunt flow,and the attenuation of the trailing-edge impingement by thickening the shear layer. 展开更多
关键词 cavity oscillations flow control flow-induced noise numerical simulations hydrodynamic noise
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