CN105510962A - Method for simulation of scope of aftershock - Google Patents
Method for simulation of scope of aftershock Download PDFInfo
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000004088 simulation Methods 0.000 title abstract description 6
- 238000004458 analytical method Methods 0.000 claims abstract description 10
- 230000000694 effects Effects 0.000 claims description 3
- 230000009466 transformation Effects 0.000 claims description 2
- 238000012097 association analysis method Methods 0.000 claims 1
- 238000010219 correlation analysis Methods 0.000 abstract description 4
- 238000004364 calculation method Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
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
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、…、Ln;Perform 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Ri。Determine 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)
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)
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)
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 |
-
2015
- 2015-07-22 CN CN201510432096.3A patent/CN105510962A/en active Pending
Patent Citations (4)
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)
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)
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 |