Cable-stayed viaduct pile number determination method and system, readable storage medium

By using digital elevation models to generate receiver lines and control points in complex mountain seismic exploration, calculating slope lengths, and determining detour station numbers for surveying, the problem of unreasonable resource and personnel allocation was solved, construction efficiency was improved, and costs were reduced.

CN117687080BActive Publication Date: 2026-05-26CHINA NAT PETROLEUM CORP +1
View PDF 2 Cites 0 Cited by

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA NAT PETROLEUM CORP
Filing Date
2022-09-02
Publication Date
2026-05-26

AI Technical Summary

Technical Problem

In complex mountain seismic exploration, the existing technology cannot reasonably allocate resources and personnel due to the influence of topographic relief, resulting in high exploration costs and unclear detour locations for surveying, which affects construction efficiency.

Method used

By generating receiving lines from digital elevation model data, inserting control points, calculating the slope length between adjacent points, and determining the station numbers of detector points with a length greater than a fixed length for the detour, resources and personnel are precisely allocated.

Benefits of technology

This enabled the determination of detour locations before construction, the rational allocation of resources and personnel, the reduction of idle resources, and the improvement of construction efficiency and cost-effectiveness.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN117687080B_ABST
    Figure CN117687080B_ABST
Patent Text Reader

Abstract

This invention provides a method and system for determining the station number of a seismic survey detour, and a readable storage medium. The method includes: generating receiving lines between adjacent receiver points based on digital elevation model data; inserting control points on each receiving line; calculating the coordinates of each control point and receiver point to calculate the slope length between all adjacent points, wherein adjacent points are two adjacent control points or an adjacent control point and receiver point; calculating the sum of the slope lengths between adjacent points on each receiving line to obtain the slope length between adjacent receiver points; and determining the station number of adjacent receiver points whose slope length is greater than the fixed length of the wired instrument's main line, denoted as the survey detour station number. This application determines the survey detour station number by inserting control points between adjacent receiver points and calculating the slope length between two receiver points using a summation method, facilitating the accurate allocation of seismic acquisition equipment for field operations based on the survey detour station number.
Need to check novelty before this filing date? Find Prior Art