自组织临界现象和重整化群方法在中期地震预报中的应用研究
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STUDY ON PHENOMENON OF SELF-ORGANlZED CRITICALITY AND RENORMALIZATION GROUP THEORY FOR MID-TERM EARTHQUAKE PREDICTION
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    摘要:

    本文讨论了大震前的自组织临界现象,认为在大地震发生前地壳处于自组织临界状态。不同规模的地震反映地壳中不同尺度裂隙的产生或扩展。设p0,p1,…,pn是不同尺度岩石块体中产生或扩展裂隙的概率,根据重整化群理论,数列{p0,p1,…,pn}有极限。其极限值可能是0或1。选定一个临界值p*,如果p0>p*,则pn→1;反之,若p0*,则pn→0。在地震平静期内,必有p0*,而在地震活跃期内,p0>p*。在本文中,作者根据地震资料研究了青藏高原北部地区的临界概率p*值,得到大震前p0值大约为0.3-0.8,平静期p0约为0.1-0.2,所以p*值约为0.2-0.3。利用重整化群模型给出了p*为0.2324,预报期限为3年。

    Abstract:

    Earthquakes withdiverse sizes show the form or extension of diverse size fractures in the crust which is in a self-organized state. Let P0,P1,…,Pn be the probability of the form or ex-tension of fracture in diverse size rock bodies with certain scales. According to renormalization group theory,sequence {P0,P1,…,Pn} has a limit that may be 0 or 1,and if P0=P1=…=Pn, the limit will get the constant(P*)。The P* is a critical value,and if P0>P* then Pn approaches to 1;if P0*, Pn approaches to 0.
    P0 can be determined by statistics of earthquake catalogue. There should be P0* during the earthquake quiet period,and P0>P* during the active,therefore,P* can be determined as the value between the quiet period P0 and the active P0.Based on the conclution,a lot of renor-malization medels may be calculated and a model that its P* is within the range is choosen to gain a exact P* value. To predict earthquake,the P0 is worked out using recent data and judged if P0>P* not.
    The data were calculated in northern district of Qinghai-Xizang plateau and the P0 is about 0.3-0.8 before strong earthquakes,while it is about 0.1-0.2 during quiet. Therefore,the P* is about 0.2-0.3 and the medel that was choosen gives a exact P* as 0.2324.
    By this train of thought,a new way to predict strong earthquake is established.

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郑文衡,郭大庆,石特临.自组织临界现象和重整化群方法在中期地震预报中的应用研究[J].地震工程学报,1994,16(2):1-11. Zheng Wenheng, Guo Daqing, Shi Telin. STUDY ON PHENOMENON OF SELF-ORGANlZED CRITICALITY AND RENORMALIZATION GROUP THEORY FOR MID-TERM EARTHQUAKE PREDICTION[J]. China Earthquake Engineering Journal,1994,16(2):1-11.

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  • 在线发布日期: 2017-07-04