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GB/T 39616-2020 in English

GB/T 39616-2020 in English

VALID

Specification for network real-time kinematic (RTK) surveys based on the reference stations using global navigation satellite system

  • Issued on:2020-12-14
  • Implemented on:2020-12-14
  • File Format:PDF
  • Delivery:Within 1 day
Price(USD): $176.00
$171.00
Standard No: GB/T 39616-2020
Document status: VALID
Title in English: Specification for network real-time kinematic (RTK) surveys based on the reference stations using global navigation satellite system
Title in Chinese: 卫星导航定位基准站网络实时动态测量(RTK) 规范
Language: English
File Format: Electronic (PDF)
Delivery: Within 1 day
Issued on: 2020-12-14
Implemented on: 2020-12-14
ICS Classification: 07.040-Astronomy. Geodesy. Geography
Chinese Classification: A75-Mapping in general
Professional Classification: GB-National Standard
Related Topics: real time
satellite navigation
real-time news
real-time quantification absolute quantification
real-time measurement system
real-time news
rtk
Galileo satellite
Galileo satellite
Galileo Navigation Satellite System
dynamic measurement
base station
gb network
colocalization site
Fourteenth Five-Year Plan Satellite Navigation
real-time quantification relative quantification
GBT39616
GB/T 39616-2020
Satellite navigation and positioning reference station network real-time dynamic measurement (RTK)
What are the specifications for satellite positioning devices?
dynamic
Network delay measurement
Railway satellite positioning measurement

《GB/T 39616-2020卫星导航定位基准站网络实时动态测量(RTK) 规范》由TC230(全国地理信息标准化技术委员会)归口,主管部门为自然资源部(测绘地理)。


Introduction

Interpretation of the core content of the standard

GB/T 39616-2020 is my country's first national standard specifically for the base station network RTK technology, which specifies the technical requirements for the entire process from control measurement to topographic measurement. For the first time, the standard clearly divides the network RTK plane measurement accuracy into five levels: primary, secondary, tertiary, and basic and detailed.


Technical Framework Comparison

Technical Elements Traditional RTK Network RTK Accuracy Improvement
Base Station Configuration Single Base Station Multi-Base Station Networking +40%
Service Radius ≤10km ≥30km 3x Expansion
Coordinate Conversion On-site Point Correction Regional Model Conversion Residual≤2cm

Key indicator requirements

Satellite status requirements

  • Cut-off elevation angle: ≥15°
  • Number of effective satellites: ≥5 (same system)
  • PDOP value: ≤6

Measurement accuracy standard

  • First-level control point: point position error ≤5cm
  • Map point measurement: plane residual ≤0.1mm (on the map)
  • Elevation fitting: residual ≤1/12 contour interval

Implementation suggestions

Base station construction

It is recommended to give priority to the support of For receiving equipment of class=instrument>BDS/GPS dual system, the distance between base stations should be controlled within the range of 50-70km to ensure uniform network coverage.

Quality control measures

  1. Check known points before starting work every day (plane error ≤7cm)
  2. Use a tripod to fix the mobile station and measure the antenna height to 0.001m
  3. Reinitialize after measuring 50 points continuously

Typical application case

This standard was used to implement 1:500 topographic survey in a certain survey area in Zhejiang Province. 12 CORS base stations were deployed and the mobile station used the Trimble R10 receiver. The measured results showed that:

  • Meanwhile, the plane point position error: 2.8cm (better than the standard requirement of 5cm)
  • Elevation fitting residual: 1.2cm (reaching the second-class leveling accuracy)
  • Work efficiency increased by 60%

Sample only — not a preview of GB/T 39616-2020
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