水库地震主震发生时间的预测
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摘要
水利工程对水库地震的抗震设防要求事先对水库地震进行预测。预测内容包括蓄水后诱发地震的危险性(可能性)、最大震级、最大震的地点、发生时间以及水库地震对场址地震动参数的影响等。除主震时间的预测外,本文第一作者都曾提出过初步的预测方法[1]。本文认为,水库地震前震波速比异常、非线性灰色模型以及前震系列回归等方法,是预测主震时间的有前途的方法。
Reservoir earthquake predicting is required to do a priori by earthquake resistance protection of water conservancy works against reservoir earthquake. The predicting contents include the risk (probability) of induced earthquake after impoundment, maximum magnitude, location and origin time of the mainshock and influence of the earthquake on seismic dynamic parameters etc. The methods of foreshock Vp/Vs ratio anomaly of reservoir earthquake, nonlinear grey system, and foreshock sequence regression etc are considered as those of having a future on the prediction of mainshock origin time.
引文
1Chang B Q(常宝琦).Preliminary study on the pediction of reservoir earthquake.Gerlands Beit.Gephysik,Leipzig,1990,99(5):407~424
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    4殷坤龙,晏同珍.滑坡预测及相关分析.岩石力学与工程学报.15(1):1~8
    5傅鹤林,桑玉发.采场顶发射预测预报,岩石力学与工程学报,1996,15(2):109~114
    6Papazachos B C.The time distribution of the reservoirassociated foreshocks and its importance to the prediction of the principalshock,Bull.Seism.Soc,Am,1973.63.1973~1978
    7夏其发.世界水库诱发地震震例基本参数汇总表暨水库诱发地震评述。中国地质灾害与防治学报,1993,4(1);81~96
    8王静瑶.丹江口水库蓄水后的波速比异常.见;国家地震局地震研究所编.中国诱发地震.北京:地震出版社,1984,78~84

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