Prototype observation and influencing factors of environmental vibration induced by flood discharge

Abstract Due to a wide range of field vibration problems caused by flood discharge at the Xiangjiaba Hydropower Station, vibration characteristics and influencing factors were investigated based on prototype observation. The results indicate that field vibrations caused by flood discharge have distinctive characteristics of constancy, low frequency, small amplitude, and randomness with impact, which significantly differ from the common high-frequency vibration characteristics. Field vibrations have a main frequency of about 0.5–3.0 Hz and the characteristics of long propagation distance and large-scale impact. The vibration of a stilling basin slab runs mainly in the vertical direction. The vibration response of the guide wall perpendicular to the flow is significantly stronger than it is in other directions and decreases linearly downstream along the guide wall. The vibration response of the underground turbine floor is mainly caused by the load of unit operation. Urban environmental vibration has particular distribution characteristics and change patterns, and is greatly affected by discharge, scheduling modes, and geological conditions. Along with the increase of the height of residential buildings, vibration responses show a significant amplification effect. The horizontal and vertical vibrations of the 7th floor are, respectively, about 6 times and 1.5 times stronger than the corresponding vibrations of the 1st floor. The vibration of a large-scale chemical plant presents the combined action of flood discharge and working machines. Meanwhile, it is very difficult to reduce the low-frequency environmental vibrations. Optimization of the discharge scheduling mode is one of the effective measures of reducing the flow impact loads at present. Choosing reasonable dam sites is crucial.

[1]  Geert Degrande,et al.  Experimental investigation of railway train-induced vibrations of surrounding ground and a nearby multi-story building , 2009 .

[2]  Wang Xin,et al.  Abrasion test of flexible protective materials on hydraulic structures , 2014 .

[3]  Li Huokun,et al.  Safety evaluation and feedback analysis of guide wall structure under flood discharge excitation , 2011, 2011 Second International Conference on Mechanic Automation and Control Engineering.

[4]  Saiji Fukada,et al.  Effectiveness of dampers in controlling a vibration problem near a highway bridge , 2012 .

[5]  Wang Xi Dynamic optimization and flow-induced vibration study on plate valve of ship lock , 2013 .

[6]  H. Climent,et al.  Survey of aircraft structural dynamics non-linear problems and some recent solutions , 2011 .

[7]  Xin Wang,et al.  Vibration analysis of large bulb tubular pump house under pressure pulsations , 2009 .

[8]  Yen-Po Wang,et al.  Assessment of vibrations induced in factories by automated guided vehicles , 2013 .

[10]  A. V. Kotlyakov,et al.  The effect of vibrations in the Zhigulevskii Hydropower Structure on soils in the nearby territories of Tolyatti City , 2010 .

[11]  Xin Wang,et al.  Flow-Induced Vibration Study of Tunnel Spillway Working Gate on One Reservoir , 2012 .

[12]  David C. Waddington,et al.  Exposure-response relationships for annoyance due to freight and passenger railway vibration exposure in residential environments. , 2014, The Journal of the Acoustical Society of America.