Unlock instant, AI-driven research and patent intelligence for your innovation.

Self-adaptive realization method of discontinuous Galerkin finite element earthquake value simulation algorithm

A technology of numerical simulation and realization method, applied in the fields of seismology, seismic signal processing, geophysical measurement, etc., can solve problems such as global time step, achieve the effect of novel theory, improve the efficiency of simulation calculation, and strong practicability of technical process

Active Publication Date: 2018-05-25
CHINA PETROLEUM & CHEM CORP +1
View PDF5 Cites 2 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] The present invention aims at the problem that the local small grid unit or malformed unit in the model will lead to a smaller global time step when using the discontinuous Galerkin finite element method (LF-DG) for numerical simulation of seismic wave propagation, by using the discontinuous Galerkin finite element method The local characteristics implement the p-adaptive algorithm, allowing each unit to set an independent spatial order, and then obtain an optimized local time step to improve the efficiency of simulation calculations

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Self-adaptive realization method of discontinuous Galerkin finite element earthquake value simulation algorithm
  • Self-adaptive realization method of discontinuous Galerkin finite element earthquake value simulation algorithm
  • Self-adaptive realization method of discontinuous Galerkin finite element earthquake value simulation algorithm

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0076] Accompanying drawing 2 is the schematic diagram of uniform model and grid distribution situation;

[0077] The model is simulated using the P3 order algorithm. In order to meet the stability requirements of the global grid, the time step dt≤0.11ms, the simulation time step of 0.1ms is used. When dt=0.2ms time step is used for simulation, it can be seen from attached figure 3 that in order to meet the stability requirements, a small number of units in the local mesh refinement need to be calculated with p2-order units, and p3-order units are still used for simulation in other areas , and accompanying drawing 3(b) is the p-adaptive simulation result, and accompanying drawing 3(c) is the difference between the p-adaptive simulation result and the single p3-order simulation result. Comparing the numerical magnitudes, the peak of the simulation results reaches 4*104, and the peak of the difference is 1000, that is, the difference is about 2-5%.

[0078] In Fig. 4, when dt=...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

Provided is a self-adaptive realization method of a discontinuous Galerkin finite element earthquake value simulation algorithm. The method includes the following steps: firstly, defining a mesh generation density and conducting non-structural mesh generation on a calculation area according to the mesh density; secondly, determining a polynomial expansion order p of each mesh unit; thirdly, decoupling two adjacent mesh units, and selecting an appropriate numerical flux format as a wave field exchanged mode of two adjacent mesh units; fourthly, performing numeralization on a decoupling equation, and obtaining a space discrete equation of each mesh unit; fifthly, solving an inner product among wave field functions on a common boundary of two adjacent units, and obtaining a boundary value mapping matrix; sixthly, selecting an appropriate time integral format; and seventhly, utilizing the boundary value mapping matrix to carry out mapping on adjacent unit wave fields different in order, calculating space discrete portions, applying hypocenter conditions, updating wave field components, and obtaining a simulation result.

Description

technical field [0001] The invention is a numerical simulation technology of seismic wave field applied to complex surface and complex structure, and specifically relates to a finite element numerical solution algorithm. Background technique [0002] At present, in the southern and western regions of my country, the focus of oil and gas seismic exploration is shifting to complex areas such as hills and piedmont structural belts. The surface conditions in these areas are extremely complex, with severe topographical ups and downs, great changes in elevation, and large changes in lithology velocity lead to serious inhomogeneity in the near-surface structure. At the same time, the underground structure is complex, such as strong folds, developed faults, steep structures, and large stratum changes. . They lead to problems such as low signal-to-noise ratio and difficult static correction of seismic data in these areas. Fundamentally solving these exploration problems requires an...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
IPC IPC(8): G01V1/36
CPCG01V1/362G01V2210/53
Inventor 薛昭佘德平杨丽
Owner CHINA PETROLEUM & CHEM CORP