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GB/T 50539-2017 in English

GB/T 50539-2017 in English

VALID

Code of survey for oil and gas transportation pipeline engineering

  • Issued on:2017-07-31
  • Implemented on:2018-04-01
  • File Format:PDF
  • Delivery:Via email within 10 business days
Price(USD): $1,240.00
$1,203.00
Standard No: GB/T 50539-2017
Document status: VALID
Title in English: Code of survey for oil and gas transportation pipeline engineering
Title in Chinese: 油气输送管道工程测量规范
Language: English
File Format: Electronic (PDF)
Delivery: Via email within 10 business days
Issued on: 2017-07-31
Implemented on: 2018-04-01
Superseding: GB/T 50539-2009 Specifications of survey for oil and gas transportation pipeline engineering
Professional Classification: GB-National Standard
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Introduction

Background and framework of the specification revision

According to the 2014 revision plan of the Ministry of Housing and Urban-Rural Development, this specification has been comprehensively upgraded from the 2009 version, adding new GNSS technology application clauses and adjusting the measurement level classification. After the revision, there are 12 chapters in total, and the core content covers:

New contentAdjusted contentDeleted content
GNSS static positioning, fitted elevation terms Plane/elevation control measurement chapter Digital grid map and other terms
Network RTK measurement requirements Line measurement chapter merger Map control measurement

Key technical requirements

1. Control measurement system

Plane control measurement: Adopting a four-level to three-level grading system, the mean error formula of GNSS static positioning baseline length is:

σ=√(a²+(b·D)²) (a=10mm, b=10~40mm/km)

Typical application case: A west-to-east gas transmission project adopts a fourth-level GNSS network, and the mean error of the side length is ≤1/40000

2. Topographic measurement accuracy

ScalePoint error (mm)Elevation error (contour interval)
1:500≤0.41/3
1:2000≤0.81/2

Implementation points

GNSS operation specifications

  • Static observation: satellite altitude angle ≥15°, effective satellites ≥4, time period ≥15min (fourth order)
  • RTK measurement: PDOP<6, mobile station distance to base station<10km
  • Antenna centering error ≤2mm, three-measurement height difference ≤3mm

Aerial photogrammetry

A Central Asia pipeline project uses 1:8000 aerial photography to produce 1:2000DOM. Key technical parameters:

  • Ground resolution ≤0.2m
  • Heading overlap 60%~65%
  • Image inclination ≤2°

Typical problem solutions

Spanning scale zone processing: Calculate the adjacent scale coordinates of the two midline turning points on both sides of the scale zone boundary to ensure the unity of the coordinate system. A Sino-Russian East Line project uses three-scale zone conversion, and the plane displacement error is controlled within 0.05m.


Comparison of old and new standards

Project2009 EditionNew Edition
Control measurement method Total station as the main method GNSS static + RTK combination
Tunnel measurement Independent chapter Integrated into Chapter 9

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