Using an Artificial Intelligence Method to Recognize Seismic Precursory Anomaly (SPA)     

Zheng Wenheng  Chen Junhua  Yan Zunguo  Zhang Qiuwen  and Yang LimingInstitute of Seismology  SSB  Wuhan  ChinaEarthquake Research Institute of Lanzhou  SSB  Lanzhou  China 《中国地震研究》1997,(1)

In this work,we seek for a new way to recognize and analyze the Seismic Precursory Anomaly(SPA)quantitatively.For further study of the mechanism of SPA,an artificial intelligence method,the Machine Discovery(MD)method,is proposed to process the Seismic Precursor Observation(SPO)data and to fit an analytic function to them.The analytic function is used as a criterion to identify the SPA.The algorithm of MD is worked out based on the theory of Recursive Function(RF).The data of Amplitude Factor of Solid Tide(7 value)are processed by the proposed method.We find that the subsequent data fit to the extrapolation of the discovered function during the quiet period,whereas they deviate from it before a strong earthquake.Finally,the feasibility of quantitative analysis of the SPA is testified.  相似文献   

基本层序、标志层在1∶50000区调中的应用及意义——以赣西北三都、修水幅古生界及三叠系地层为例     

蔡雄飞  印纯清  章泽军  熊清华 《沉积与特提斯地质》1997,(3)

本文以基本层序、标志层在赣西北古生界以及三叠纪地层应用为例，阐述了这两种方法各自功能以及相互渗透、相互结合的作用。论述了这两种方法在１∶５００００区调中的作用以及重要性，强调了在加强层序地层学研究同时，应注意与一些具高分辨率的地层学方法结合起来，这是把区调层序地层学工作做得更好的保证  相似文献   

SCOUR RATE FORMULA     

Zhaoyin WANGProf Dr.  International Research  Training Center on Erosion  Sedimentation. P.O.Box  Beijing  China Jinchi HUANG Dr. Senior Engineer  China Institute of Water Resources  Hydro-Power Research  P.O.Box  Beijing . Chi 《国际泥沙研究》1997,(3)

I.INTRODUCTIONhiverchannelsaresubjecttocontinuouschangeingeometryduetoillteraCtionbetWeentheflowanderodibleboundaries.Ofconcerntothedesignersofoilpipelinesacrossariver,bridgesandhydraulicworksistheproblemofscourwhichcanunderminetheStructures.Scouratsiteofbridgesandhydraulicworksoccursduetoconstrictedflowandexistenceofbridgepiers.SuchatabOfscouroccursonlyinashortsection,usuallyillthesameorderofthelengthofthehydraulicworksorbridges.Therefore,thispatternofscouriscalledlocalscour.Man}rresea…  相似文献   

CATCHMENT-WIDE, SECTIONAL AND LOCAL ASPECTS IN SEDIMENT TRANSPORT MODELLING AND MONITORING     

Helmut M.HABERSACK Research Assistant  Institute for Water Management  Hydrology  Hydraulic Engineering  Universitaet fuer Bodenkultur  Muthgasse  Vienna  Austria 《国际泥沙研究》1997,(3)

1.INTRODUCTIONOVerthelastdecadesmuchprogresshasbeenmadeconcerningsedimenttransPOrtmodellingandmonitoring.Thedifferelltiationincatchmeflt-tvide,sectionalandlocalaspectsreflectsthefactthatmanysedimenttransportandpredictionmodelsaredealingwithspecialpartsofriverSystems,mainlydifferinginscale.Overthepastyears,scaleissuesinhydrologyhaverapidlyincreasedinimportance(BLoSCHL,1996).Onalargescaletheapplicationoffractals,self-similarityanalysistolandscapeorganizationandoptimalchannelnetlvorks(O…  相似文献   

午后极光强度与行星际磁场的相关   总被引：2，自引：0，他引：2  

胡红桥  刘瑞源  杨惠根  王敬芳  N.Sato  M.Kikuchi  李升贵 《地球物理学报》2002,45(4):445-452

利用1997年和199年南极中山站多通道扫描光度计的地面观测数据和WIND卫星在弓激波上游对行星际磁场(IMF)的观测数据,对午后高纬极光强度与IMF各分量、以及时钟角之间的相关进行了定量研究. 统计表明,630nm的强度Ir随IMF Bx的增大而减小,其线性相关系数为-0.3;而557.7nm的变化趋势与此相反,其相关系数要低得多. 630nm的强度随IMF By的变化曲线为一"V"形结构,其谷底在By=-3nT附近;557.7nm的强度也有相似的变化趋势,其谷底的位置在By=-2nT附近. 极光强度随IMF Bz的变化曲线为一倒着的"Z"字形结构. 630nm的强度随IMF的模B的增大而增强,其线性相关系数达到0.9,而557.7nm与B之间的相关性要差得多. 极光强度随IMF时钟角的变化曲线为一倒"V"结构,其反转点在θ=130°附近.  相似文献   

甘肃省服务干旱指标的初步研究   总被引：6，自引：1，他引：5  

刘德祥  王宝灵  瞿汶 《干旱气象》1998,(3)

利用前期底墒降水和当时降水、气温,确定了适合甘肃的干旱指数,提出了用干旱指数划分服务干旱等级的指标和气候年景划分标准。用该等级和标准与降水量、土壤湿度比较分析,能较客观地反映旱涝实际情况。  相似文献   

东营凹陷广饶海相灰岩油藏的勘探与成因机制探讨   总被引：1，自引：1，他引：0  

李春光 《海相油气地质》1998,3(2):22-28

山东东营凹陷南部的广饶油藏为一奥陶系灰岩残丘山整带含稠油的大潜山油藏,其埋藏深度为６３４．４￣１５７５．０ｍ,现已探明含油面积３０．７ｋｍ＾２。１９９０年发现一个山头含油,１９９１￣１９９３年发现多个山头含油,１９９６￣１９９７年在各山头之间的部位钻探,结果探明潜山带南部整带含油。地质和地球化学资料分析证实,该油藏不仅是今生储潜山油藏,还是烃类经基岩风化壳运移、聚集而形成的稠油油藏。形成稠油的主要  相似文献   

从地震信息看中国东部和中国中西部沉积盆地构造演化动力学与断块油气藏(下) 中国中西部盆地演化及断块(圈闭)油气藏     

杨克绳 《海相油气地质》1998,(4)

中国中西部地区以塔里木盆地及其演化为典型代表。震旦纪以来,经历了地台发育、持续沉降、拉张翘倾、挤压坳陷及断陷推覆等构造发育阶段,与中国东部一样,表现为拉张与挤压交互出现的手风琴式演化史,突出的差别在于晚喜马拉雅期在西部地区形成强烈的挤压逆掩推覆构造,而东部地区只形成坳陷式的沉积盆地。中亚—蒙古大洋、秦—祁—昆大洋、古特提斯洋、中特提斯洋、印度洋以及印度板块等在不同地质时期的板块活动是中国中西部地区盆地演化发展的动力学因素。根据地震剖面解释成果,可确定出四种断块油气藏类型,均反映后期挤压逆冲特征,尤其是燕山期—喜马拉雅期推覆前锋带断块油气藏,还可区分为拆离型、褶皱型、前冲型和反冲型等四种,且每一种还可再区分出若干种。  相似文献   

On the Interaction of Surface Waves with An Elastic Plate of Finite Length in Head Seas   总被引：9，自引：0，他引：9  

SUN  Hui 《中国海洋工程》2002,16(1):21-32

An eigen-function expansion method based on a new orthogonal inner product is proposed by Sahoo et al. (2000) for the study of the hydroelastic response of mat-type VLFS in head seas. However, their main emphasis is on the effect of edge conditions and they assume that the plate is of a semi-infinite length. In reality, the plate is of finile length. For consider-alion of the finite length effect, the reflection and transmission from the other end must be considered. The effect of this reflection and transmission on the hydroelaslic response of VLFS is of interest for praclical application. Furthermore, the physi-cal meaning of the new inner producl was not given in their paper. In this paper, it is shown that the new inner product can be derived from the governing equation and the bottom boundary conditions. Then the same eigen-function expansion method is adopted for the study of the hydroelastic response of an elastic plate of finite length in surface waves. Delailed comparisons are made between the  相似文献   

Quality Assessment of Concrete Blocks Exposed in Nature for Eighty Years     

Hu Yuchu  Wu Shaozhang Lu Liyun Senior Engineer  Nanjing Hydraulic Research Institute  Nanjing Professor  Senior Engineer  Nanjing Hydraulic Research Institute  Nanjing Assistant Engineer  Nanjing Hydraulic Research Institute  Nanjing 《中国海洋工程》1992,(4)

The concrete blocks used on a jetty in Shanghai were made in 1909 and 1910. Having been exposed in nature for 80 years, now there are 4600 pieces of blocks left on the jetty. Comprehensive inspections, such as external appearance examination, core-drilling of concrete blocks, ultrasonic detection, nuclear densimeter inspection and in-door and out-door chemical analysis, show that 75% of the blocks are of the rebound number of 21 - 23, and the saturated limit compressive strength and dry limit compressive strength of 10MPa; the carbonized depth of concrete is 1 - 2 mm. Compared with the state of the jetty in 1968, already used for 60 years then, the jetty is expected to serve another 40 years or more after being repaired.  相似文献