[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN105510962A - Method for simulation of scope of aftershock - Google Patents

Method for simulation of scope of aftershock Download PDF

Info

Publication number
CN105510962A
CN105510962A CN201510432096.3A CN201510432096A CN105510962A CN 105510962 A CN105510962 A CN 105510962A CN 201510432096 A CN201510432096 A CN 201510432096A CN 105510962 A CN105510962 A CN 105510962A
Authority
CN
China
Prior art keywords
aftershock
point
axis
coordinate system
earthquake
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201510432096.3A
Other languages
Chinese (zh)
Inventor
罗明良
董丞妍
白雷超
谭壮
昌小莉
邹宝裕
张斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China West Normal University
Original Assignee
China West Normal University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China West Normal University filed Critical China West Normal University
Priority to CN201510432096.3A priority Critical patent/CN105510962A/en
Publication of CN105510962A publication Critical patent/CN105510962A/en
Pending legal-status Critical Current

Links

Landscapes

  • Geophysics And Detection Of Objects (AREA)

Abstract

本发明公开了一种余震影响范围的模拟方法,包括:建立以余震点经度为X轴、余震点纬度为Y轴与余震点震级为Z轴的坐标系;以X轴和Y轴所在面为投影面,将坐标系变换到投影坐标系中;利用点格局分析的关联分析方法,拟合得到余震点间距离的关系模式,将其分解为不同的无标度区间,无标度区间内的数值小于相邻的下一个无标度区间内的数值;在无标度区间内进行点的核密度模拟分析,分别得到无标度区间对应的图层;判断相邻图层Li与Li+1之间的遮挡内容,去除Li+1的相应遮挡内容后,Li与Li+1进行组合,依次处理所有图层,输出组合后的图层Ri。本发明基于公开发布的地震余震的点数据,可快速评估地震影响范围。

The invention discloses a method for simulating the influence range of aftershocks. The projection surface transforms the coordinate system into the projected coordinate system; using the correlation analysis method of point pattern analysis, the relationship model of the distance between aftershock points is obtained by fitting, and it is decomposed into different scale-free intervals. The value is smaller than the value in the next adjacent unscaled interval; the kernel density simulation analysis of the point is carried out in the unscaled interval, and the layers corresponding to the unscaled interval are respectively obtained; the adjacent layers L i and L i are judged For the occlusion content between +1 , after removing the corresponding occlusion content of Li +1 , Li and Li+1 are combined, all layers are processed in turn, and the combined layer R i is output . The invention is based on the publicly released point data of earthquake aftershocks, and can quickly evaluate the range of earthquake influence.

Description

一种余震影响范围的模拟方法A Simulation Method of Aftershock Influence Range

技术领域technical field

本发明涉及地震测量技术领域,特别涉及一种余震影响范围的模拟方法。The invention relates to the technical field of seismic measurement, in particular to a method for simulating the influence range of aftershocks.

背景技术Background technique

地震影响范围模拟是地震灾害综合评估的基础工作之一。地震灾害突发性强,可预测性差,近年来频度较高,伴生的严重次生灾害对社会影响很大。在此背景下,研究基于公开、可获取的地震余震点序列数据,进行地震影响范围快速模拟,其现实价值是显而易见的。Earthquake impact range simulation is one of the basic tasks of earthquake disaster comprehensive assessment. Earthquake disasters are sudden and predictable, and their frequency has been high in recent years. The associated severe secondary disasters have a great impact on society. In this context, it is obvious that the practical value of the research is based on the public and available earthquake aftershock point sequence data to quickly simulate the range of earthquake influence.

现有对地震灾害影响范围评估的方法,多以最大地震震级、地面峰值加速度等参数为主,实施地震灾害影响范围分区评估,这种方法需要较多的地震物理参数,因此过程繁琐,可操作性不强。基于公开发布的地震余震的点数据,快速估计地震影响范围,数据来源简单,成本更低;能够基于实时发布的数据量,进行多次评估和逼近,实时性及操作简易性更强。Existing methods for assessing the impact range of earthquake disasters mostly focus on parameters such as the maximum earthquake magnitude and ground peak acceleration, and implement regional assessment of the impact range of earthquake disasters. This method requires more earthquake physical parameters, so the process is cumbersome and operable Sex is not strong. Based on the publicly released point data of earthquake aftershocks, the impact range of the earthquake can be quickly estimated, the data source is simple, and the cost is lower; based on the amount of real-time released data, multiple evaluations and approximations can be performed, and the real-time performance and operational simplicity are stronger.

发明内容Contents of the invention

本发明旨在至少解决现有技术中存在的问题之一。The present invention aims to solve at least one of the problems existing in the prior art.

本发明要达到的目的之一在于基于公开发布的地震余震的点数据,可快速实现估计地震影响范围。One of the objectives to be achieved by the present invention is to quickly realize the estimation of the earthquake influence range based on the publicly released point data of earthquake aftershocks.

为解决上述技术问题,本发明提供一种余震影响范围的模拟方法,其步骤包括:In order to solve the above-mentioned technical problems, the present invention provides a method for simulating the influence range of aftershocks, the steps of which include:

建立以余震点经度为X轴、余震点纬度为Y轴与余震点震级为Z轴的坐标系;Establish a coordinate system with the longitude of the aftershock point as the X axis, the latitude of the aftershock point as the Y axis, and the magnitude of the aftershock point as the Z axis;

以所述X轴和Y轴所在面为投影面,将所述坐标系变换到投影坐标系中;Using the plane where the X-axis and Y-axis are located as a projection plane, transforming the coordinate system into a projected coordinate system;

利用点格局分析的关联分析方法,拟合得到余震点间距离的关系模式,将其分解为不同的无标度区间S1、S2、…、Sn,其中n为余震点个数且n大于等于2,其中无标度区间Si内的数值小于无标度区间Si+1内的数值,其中1≤i≤n-1;Using the correlation analysis method of point pattern analysis, the relationship model of the distance between aftershock points is obtained by fitting, which is decomposed into different scale-free intervals S 1 , S 2 ,..., S n , where n is the number of aftershock points and n greater than or equal to 2, where the value in the unscaled interval S i is less than the value in the unscaled interval S i+1 , where 1≤i≤n-1;

在所述无标度区间内进行点的核密度模拟分析,分别得到所述无标度区间S1、S2、…、Sn对应的图层L1、L2、…、LnPerform kernel density simulation analysis of points in the scale-free interval to obtain layers L 1 , L 2 , ..., L n corresponding to the scale-free intervals S 1 , S 2 , ..., S n respectively;

判断相邻所述图层Li与Li+1之间的遮挡内容,去除Li+1的相应遮挡内容后,Li与Li+1进行组合,依次处理所有图层L1、L2、…、Ln,输出组合后的图层RiDetermine the occlusion content between the adjacent layers L i and L i+1 , remove the corresponding occlusion content of L i +1 , combine Li and L i+1, and process all layers L 1 , L 2 , ..., L n , output the combined layer R i .

进一步的,其步骤还包括根据所述图层Ri识别余震影响范围。Further, the step also includes identifying the aftershock influence range according to the layer R i .

进一步的,用于制作地震影响范围的地图。Further, it is used to make a map of the area affected by the earthquake.

本发明的有益效果在于提供了一种余震影响范围的模拟方法,本发明基于公开发布的地震余震的点数据,可快速评估地震影响范围,数据来源简单,成本更低;同时,本发明能够基于实时发布的数据量,进行多次评估和逼近,实时性及操作简易性更强。The beneficial effect of the present invention is to provide a method for simulating the influence range of aftershocks. The present invention can quickly evaluate the range of earthquake influence based on the publicly released point data of aftershocks. The data source is simple and the cost is lower; at the same time, the present invention can be based on The amount of data released in real time can be evaluated and approximated multiple times, and the real-time performance and ease of operation are stronger.

附图说明Description of drawings

图1所示为本发明实施例一种余震影响范围的模拟方法的流程图。FIG. 1 is a flow chart of a method for simulating the influence range of aftershocks according to an embodiment of the present invention.

图2所示为本发明实施例单一尺度为320km的余震的核密度估计图。Fig. 2 is a diagram showing the kernel density estimation of aftershocks with a single scale of 320km according to the embodiment of the present invention.

图3所示为本发明实施例多尺度融合的余震的核密度估计图。Fig. 3 is a graph showing kernel density estimation of aftershocks fused with multi-scale according to an embodiment of the present invention.

具体实施方式detailed description

下文将结合具体实施例详细描述本发明。应当注意的是,下述实施例中描述的技术特征或者技术特征的组合不应当被认为是孤立的,它们可以被相互组合从而达到更好的技术效果。The present invention will be described in detail below in conjunction with specific embodiments. It should be noted that the technical features or combinations of technical features described in the following embodiments should not be regarded as isolated, and they can be combined with each other to achieve better technical effects.

如图1所述,本发明提供了一种余震影响范围的模拟方法,其步骤包括:As shown in Fig. 1, the present invention provides a kind of simulation method of aftershock influence range, and its step comprises:

100:建立以余震点经度为X轴、余震点纬度为Y轴与余震点震级为Z轴的坐标系;100: Establish a coordinate system with the longitude of the aftershock point as the X axis, the latitude of the aftershock point as the Y axis, and the magnitude of the aftershock point as the Z axis;

200:以所述X轴和Y轴所在面为投影面,将所述坐标系变换到投影坐标系中;200: Using the plane where the X-axis and the Y-axis are located as a projection plane, transform the coordinate system into a projected coordinate system;

300:利用点格局分析的关联分析方法,拟合得到余震点间距离的关系模式,将其分解为不同的无标度区间S1、S2、…、Sn,其中n为余震点个数且n大于等于2,其中无标度区间Si内的数值小于无标度区间Si+1内的数值,其中1≤i≤n-1;300: Use the correlation analysis method of point pattern analysis to fit the relationship model of the distance between aftershock points, and decompose it into different scale-free intervals S1, S2, ..., Sn, where n is the number of aftershock points and n is greater than Equal to 2, where the value in the unscaled interval Si is less than the value in the unscaled interval Si+1, where 1≤i≤n-1;

400:在所述无标度区间内进行点的核密度模拟分析,分别得到所述无标度区间S1、S2、…、Sn对应的图层L1、L2、…、Ln;400: Carry out a kernel density simulation analysis of points in the scale-free interval, and respectively obtain layers L1, L2, ..., Ln corresponding to the scale-free intervals S1, S2, ..., Sn;

500:判断相邻所述图层Li与Li+1之间的遮挡内容,去除Li+1的相应遮挡内容后,Li与Li+1进行组合,依次处理所有图层L1、L2、…、Ln,输出组合后的图层Ri。500: Determine the occlusion content between the adjacent layers Li and Li+1, remove the corresponding occlusion content of Li+1, combine Li and Li+1, and process all layers L1, L2, ..., Ln in sequence , output the combined layer Ri.

600:根据所述图层Ri识别余震影响范围。600: Identify the aftershock influence range according to the layer Ri.

本发明的一种余震影响范围的模拟方法还可以应用于制作地震影响范围的地图。The method for simulating the influence range of aftershocks of the present invention can also be applied to making a map of the range of earthquake influence.

本发明实施例以汶川地区为实施对象:The embodiment of the present invention takes the Wenchuan area as the object of implementation:

1.在国家地震科学数据分享中心(国家地震科学数据分享中心),下载汶川地震后的余震数据,录入到EXCEL中并进行整理,数据属性包括经度(X)、纬度(Y)和震级(Z);在ArcGIS的ArcMap中,选择Toos下的AddXYdata,导入整理好的EXCEL数据,建立以余震点经度为X轴、余震点纬度为Y轴与余震点震级为Z轴的坐标系并进行投影转化,最后投影为公里网;加载汶川余震涉及市、县的矢量边界;1. In the National Earthquake Science Data Sharing Center (National Earthquake Science Data Sharing Center), download the aftershock data after the Wenchuan Earthquake, enter them into EXCEL and organize them. The data attributes include longitude (X), latitude (Y) and magnitude (Z ); in the ArcMap of ArcGIS, select AddXYdata under Toos, import the sorted EXCEL data, establish a coordinate system with the longitude of the aftershock point as the X axis, the latitude of the aftershock point as the Y axis, and the magnitude of the aftershock point as the Z axis, and perform projection transformation , and finally projected into a kilometer network; load the vector boundaries of cities and counties involved in the Wenchuan aftershock;

2.在EXCEL中对余震点进行关联维分析,其分析公式为:C(r)=(2Nr)/N(N-1),(R<r),其中R为某两对地震之间的距离,r为选取的用来衡量地震间距的标尺,Nr为距离R小于r的地震对数,N为选用的地震总对数;对于选定的一系列r值,做出双对数曲线lg[C(r)]-lg(r),在曲线上找出近似直线的那一段,用最小二乘法进行拟合D2=lg[C(r)]/lg(r);r采用等间距递增方法,增量为500m,取值范围为1km—324km,得到最终拟合结果表明:余震点在13.5—20km、30—43km、66—82km、225—236km、317—321.5km五个区间内惯关联特征显著;2. Carry out correlation dimension analysis on the aftershock points in EXCEL, the analysis formula is: C(r)=(2N r )/N(N-1), (R<r), where R is the distance between two pairs of earthquakes r is the selected scale used to measure the distance between earthquakes, N r is the logarithm of earthquakes whose distance R is less than r, and N is the total logarithm of selected earthquakes; for a series of selected r values, the double logarithm Curve lg[C(r)]-lg(r), on the curve, find out that section of the approximate straight line, and use least square method to fit D 2 =lg[C(r)]/lg(r); r adopts The equidistant incremental method, the increment is 500m, and the value range is 1km-324km. The final fitting results show that the aftershock points are located at 13.5-20km, 30-43km, 66-82km, 225-236km, and 317-321.5km. The characteristic of inertial correlation in the interval is significant;

3.在空间关联分析的基础上,选取无标度区间的中值16km,36km,74km,230km,320km作为核密度估计带宽;3. On the basis of spatial correlation analysis, select the median of the scale-free interval 16km, 36km, 74km, 230km, 320km as the kernel density estimation bandwidth;

4.在ArcGIS的ArcMap中打开KernelDensity工具,inputpoint选择汶川余震点数据,populationfield选择汶川余震点数据的震级字段,searchradius首先设置为320km,输出图层320;4. Open the KernelDensity tool in ArcMap of ArcGIS, select the Wenchuan aftershock point data for input point, select the magnitude field of the Wenchuan aftershock point data for populationfield, first set searchradius to 320km, and output layer 320;

5.在不影响实验结果,保证效果图美观的条件下,过滤掉320的最外层。SpatialAnalyst,RasterCalculator,320>图层最小值,得到calculation;5. Filter out the outermost layer of 320 under the condition of not affecting the experimental results and ensuring the effect picture is beautiful. SpatialAnalyst, RasterCalculator, 320> layer minimum value, get calculation;

6.在ArcGIS的ArcMap中打开ExtractbyMask工具,inputraster选择calculation,inputrasterorfeaturemaskdata选择320,输出c-320;6. Open the ExtractbyMask tool in ArcMap of ArcGIS, select calculation for inputraster, select 320 for inputrasterorfeaturemaskdata, and output c-320;

7.SpatialAnalyst,RasterCalculator,[c-320]*[320]得到calculation2,int整理,得到calculation3,如图2所示;7. SpatialAnalyst, RasterCalculator, [c-320]*[320] get calculation2, int arrangement, get calculation3, as shown in Figure 2;

8.按照上述步骤分别计算核密度估计带宽为230km,74km,36km,16km时的余震影响范围;将最小带宽16km的结果分为两级,其余带宽结果为一级,如图3所示。8. Calculate the influence range of aftershocks when the kernel density estimation bandwidth is 230km, 74km, 36km, and 16km according to the above steps; divide the result of the minimum bandwidth of 16km into two levels, and the results of other bandwidths into one level, as shown in Figure 3.

本发明提供了一种余震影响范围的模拟方法,本发明基于公开发布的地震余震的点数据,可快速评估地震影响范围,数据来源简单,成本更低;同时,本发明能够基于实时发布的数据量,进行多次评估和逼近,实时性及操作简易性更强。The invention provides a method for simulating the impact range of aftershocks. The invention can quickly assess the impact range of earthquakes based on publicly released point data of aftershocks. The data source is simple and the cost is lower; at the same time, the invention can be based on real-time released data Quantity, multiple evaluations and approximations, real-time performance and easier operation.

本文虽然已经给出了本发明的一些实施例,但是本领域的技术人员应当理解,在不脱离本发明精神的情况下,可以对本文的实施例进行改变。上述实施例只是示例性的,不应以本文的实施例作为本发明权利范围的限定。Although some embodiments of the present invention have been given herein, those skilled in the art should understand that the embodiments herein can be changed without departing from the spirit of the present invention. The above-mentioned embodiments are only exemplary, and the embodiments herein should not be used as limitations on the scope of rights of the present invention.

Claims (3)

1. an analogy method for aftershock coverage, is characterized in that, its step comprises:
Set up with aftershock point longitude be X-axis, the aftershock point latitude coordinate system that is Z axis for Y-axis and aftershock point earthquake magnitude;
With described X-axis and face, Y-axis place for projecting plane, by described coordinate system transformation in projected coordinate system;
Utilize some pattern analysis association analysis method, matching obtain aftershock dot spacing from relation schema, be decomposed into different dimensionless interzone S 1, S 2..., S n, wherein n is aftershock point number and n is more than or equal to 2, wherein dimensionless interzone S iinterior numerical value is less than dimensionless interzone S i+1interior numerical value, wherein 1≤i≤n-1;
In described dimensionless interzone, carry out cuclear density sunykatuib analysis a little, obtain described dimensionless interzone S respectively 1, S 2..., S ncorresponding layer L 1, L 2..., L n;
Judge adjacent described layer L iwith L i+1between block content, remove L i+1corresponding block content after, L iwith L i+1combine, process All Layers L successively 1, L 2..., L n, export the layer R after combination i.
2. the analogy method of aftershock coverage according to claim 1, is characterized in that, its step also comprises according to described layer R iidentify aftershock coverage.
3. the analogy method of aftershock coverage according to claim 1 and 2, is characterized in that, for making the map of earthquake effect scope.
CN201510432096.3A 2015-07-22 2015-07-22 Method for simulation of scope of aftershock Pending CN105510962A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510432096.3A CN105510962A (en) 2015-07-22 2015-07-22 Method for simulation of scope of aftershock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510432096.3A CN105510962A (en) 2015-07-22 2015-07-22 Method for simulation of scope of aftershock

Publications (1)

Publication Number Publication Date
CN105510962A true CN105510962A (en) 2016-04-20

Family

ID=55719070

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510432096.3A Pending CN105510962A (en) 2015-07-22 2015-07-22 Method for simulation of scope of aftershock

Country Status (1)

Country Link
CN (1) CN105510962A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018044775A (en) * 2016-09-12 2018-03-22 戸田建設株式会社 Aftershock damage expansion prediction method and its prediction system
CN113687422A (en) * 2021-08-27 2021-11-23 湖北省地震局(中国地震局地震研究所) Aftershock sequence deleting method based on fault buffer zone

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5877967A (en) * 1996-03-28 1999-03-02 The United States Of America As Represented By The Secretary Of The Navy Site and workspaces layout process employing MDS and a PDI formula in which density is calculated using a unit lattice superposed over circumscribing-convex-hulls
US6012036A (en) * 1996-03-28 2000-01-04 The United States Of America As Represented By The Secretary Of The Navy Site and workspaces layout process employing MDS a PDI formula in which density is calculated using measured span of circumscribing-convex-hulls
CN102565855A (en) * 2012-01-02 2012-07-11 吉林大学 Ground micro-seismic data processing method of oil field fracturing
CN104199097A (en) * 2014-09-17 2014-12-10 西南石油大学 Novel quantitative judgment method for potential fractures of extrusion structural system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5877967A (en) * 1996-03-28 1999-03-02 The United States Of America As Represented By The Secretary Of The Navy Site and workspaces layout process employing MDS and a PDI formula in which density is calculated using a unit lattice superposed over circumscribing-convex-hulls
US6012036A (en) * 1996-03-28 2000-01-04 The United States Of America As Represented By The Secretary Of The Navy Site and workspaces layout process employing MDS a PDI formula in which density is calculated using measured span of circumscribing-convex-hulls
CN102565855A (en) * 2012-01-02 2012-07-11 吉林大学 Ground micro-seismic data processing method of oil field fracturing
CN104199097A (en) * 2014-09-17 2014-12-10 西南石油大学 Novel quantitative judgment method for potential fractures of extrusion structural system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
董丞妍 等: "汶川及芦山地震余震分布的空间尺度效应", 《地震学报》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018044775A (en) * 2016-09-12 2018-03-22 戸田建設株式会社 Aftershock damage expansion prediction method and its prediction system
CN113687422A (en) * 2021-08-27 2021-11-23 湖北省地震局(中国地震局地震研究所) Aftershock sequence deleting method based on fault buffer zone
CN113687422B (en) * 2021-08-27 2022-07-22 湖北省地震局(中国地震局地震研究所) Aftershock sequence deleting method based on fault buffer zone

Similar Documents

Publication Publication Date Title
Zhou et al. Examining the determinants and the spatial nexus of city-level CO2 emissions in China: a dynamic spatial panel analysis of China's cities
Kumar et al. Forecasting of daily air quality index in Delhi
Jha et al. Network theory and spatial rainfall connections: An interpretation
Hu et al. Decomposing excess commuting: A Monte Carlo simulation approach
CN103854518B (en) A Calculation Method of Spatio-temporal Flow of Route Network Nodes
CN104282149B (en) A kind of road network Floating Car collocation method evaluated based on traffic behavior precision index
CN106679620B (en) A kind of regional land subsidence spatio-temporal prediction method
CN103218668B (en) A kind of county-level road accident Forecasting Methodology based on geographical weighting Poisson regression
CN105787655B (en) Method for identifying modal parameters of super high-rise structure
CN107609731A (en) A kind of Evaluation of Atmospheric Environmental Quality method
CN109360421B (en) Traffic information prediction method and device based on machine learning and electronic terminal
CN112613092B (en) A prediction method and prediction device for the spatial distribution of subgrade compaction degree
CN103279669A (en) Method and system for simulating calculation of transport capacity of urban rail transit network
CN105741555A (en) Method for determining vehicle type conversion coefficient based on macroscopic basic graph
CN106556877B (en) A kind of earth magnetism Tonghua method and device
CN111259539A (en) A simulation method, system and computer storage medium for fine pollution distribution of road PM2.5
CN105510962A (en) Method for simulation of scope of aftershock
CN117874710A (en) Landslide susceptibility evaluation method for bagged integrated gradient lifting decision tree
CN105389631A (en) Transportation accessibility analysis method for area with multiple cross-sea channels
Hu et al. Model order determination and noise removal for modal parameter estimation
CN109784557A (en) The method, system and medium of PM2.5 are estimated based on Empirical Bayes Kriging model
CN109255948A (en) A kind of divided lane wagon flow scale prediction method based on Kalman filtering
CN101706769A (en) Interpolation method combining Markov model and sequential Gaussian co-simulation
Aljoufie Urban growth and transport in Jeddah: dynamic modelling and assessment
CN107239889A (en) A kind of method of the lower mountain area structure vulnerability of quantitative assessment mud-rock flow stress

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20160420