State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, 92 Weijin Road, Nankai District, Tianjin 300072, China.
Yellow River Institute of Hydraulic Research, 46 Shunhe Road, Jinshui District, Zhengzhou 450000, China.
Int J Environ Res Public Health. 2017 Nov 30;14(12):1482. doi: 10.3390/ijerph14121482.
As excess water is discharged from a high dam, low frequency noise (air pulsation lower than 10 Hz, LFN) is generated and propagated in the surrounding areas, causing environmental hazards such as the vibration of windows and doors and the discomfort of local residents. To study the generation mechanisms and key influencing factors of LFN induced by flood discharge and energy dissipation from a high dam with a ski-jump type spillway, detailed prototype observations and analyses of LFN are carried out. The discharge flow field is simulated and analyzed using a gas-liquid turbulent flow model. The acoustic response characteristics of the air cavity, which is formed between the discharge nappe and dam body, are analyzed using an acoustic numerical model. The multi-sources generation mechanisms are first proposed basing on the prototype observation results, vortex sound model, turbulent flow model and acoustic numerical model. Two kinds of sources of LFN are studied. One comes from the energy dissipation of submerged jets in the plunge pool, the other comes from nappe-cavity coupled vibration. The results of the analyses reveal that the submerged jets in the plunge pool only contribute to an on-site LFN energy of 0-1.0 Hz, and the strong shear layers around the high-velocity submerged jets and wall jet development areas are the main acoustic source regions of LFN in the plunge pool. In addition, the nappe-cavity coupled vibration, which is induced when the discharge nappe vibrates with close frequency to the model frequency of the cavity, can induce on-site LFN energy with wider frequency spectrum energy within 0-4.0 Hz. By contrast, the contribution degrees to LFN energy from two acoustic sources are almost same, while the contribution degree from nappe-cavity coupled vibration is slightly higher.
当高坝泄洪时,会产生低频噪声(空气脉动低于 10 Hz,简称 LFN),并在周围地区传播,从而产生门窗振动和当地居民不适等环境危害。为了研究具有滑雪式溢洪道的高坝泄洪和消能过程中 LFN 的产生机制和关键影响因素,对 LFN 进行了详细的原型观测和分析。采用气液两相湍流模型对泄流流场进行模拟和分析,采用声学数值模型对泄流幕与坝体之间形成的空腔的声学响应特性进行分析。首先根据原型观测结果、旋涡声模型、湍流流模型和声学数值模型提出了多声源产生机制。研究了两种类型的 LFN 源,一种来自于消力池内淹没射流的能量耗散,另一种来自于幕空腔耦合振动。分析结果表明,消力池内的淹没射流仅对 0-1.0 Hz 场内 LFN 能量有贡献,高速淹没射流周围的强剪切层和壁面射流发展区是消力池内 LFN 的主要声学源区。此外,当泄流幕以接近空腔模型频率的频率振动时,会诱发幕空腔耦合振动,从而在 0-4.0 Hz 内产生更宽频谱能量的场内 LFN 能量。相比之下,两个声学源对 LFN 能量的贡献程度几乎相同,而幕空腔耦合振动的贡献程度略高。