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GB/T 18314-2024 English PDF

GB/T 18314-2024 (GB/T18314-2024, GBT 18314-2024, GBT18314-2024)
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GB/T 18314-2024English799 Add to Cart 6 days [Need to translate] Specifications for survey and measurement of global navigation satellite system Valid GB/T 18314-2024
GB/T 18314-2009English145 Add to Cart 0--9 seconds. Auto-delivery Specifications for global positioning system (GPS) surveys Valid GB/T 18314-2009
GB/T 18314-2001EnglishRFQ ASK 9 days [Need to translate] Specifications for global positioning system (GPS) surveys Obsolete GB/T 18314-2001
Standards related to: GB/T 18314-2024

BASIC DATA
Standard ID GB/T 18314-2024 (GB/T18314-2024)
Description (Translated English) Specifications for survey and measurement of global navigation satellite system
Sector / Industry National Standard (Recommended)
Classification of Chinese Standard A76
Classification of International Standard 07.040
Word Count Estimation 40,457
Date of Issue 2024-08-23
Date of Implementation 2024-08-23
Administrative Organization National Geographic Information Standardization Technical Committee (SAC/TC 230)
Proposing organization Ministry of Natural Resources of the People's Republic of China
Issuing agency(ies) State Administration for Market Regulation, National Standardization Administration


GB/T 18314-2024 Specifications for survey and measurement of global navigation satellite system Global Navigation Satellite System (GNSS) Measurement Specifications ICS 07.040 CCS A 76 National Standard of the People's Republic of China Replace GB/T 18314-2009 Released on 2024-08-23 2025-03-01 Implementation State Administration for Market Regulation The National Standardization Administration issued Table of Contents Preface ··· Ⅲ 1 Scope ···· 1 2 Normative references ···· 1 3 Terms and Definitions ···· 1 4 Basic Requirements ··· 2 5 Classification and measurement accuracy ···· 3 5.1 Level classification ···· 3 5.2 Purpose ··· 3 5.3 Measurement accuracy ···· 3 6 GNSS network deployment ···· 4 6.1 Basic Requirements for Layout ···· 4 6.2 Design Requirements ···· 4 6.3 GNSS point naming ···· 5 6.4 Technical Design ···· 5 7 Select a location ···· 5 7.1 Site Selection Preparation ···· 5 7.2 Basic requirements for points ···· 5 7.3 Auxiliary points and compass points 6 7.4 Site selection 6 7.5 Information to be submitted after site selection 6 8 Buried Stone ···· 6 8.1 Landmark ··· 6 8.2 Stone Burial Operation 6 8.3 External decoration of landmark stone 7 8.4 Control of key processes 7 8.5 Information submitted after the stone was buried 7 9 Instruments ···· 7 9.1 Receiver Selection 7 9.2 Instrument Inspection 8 9.3 Instrument Maintenance 8 10 Observation ···· 8 10.1 Basic Technical Requirements 8 10.2 Division of Observation Area 9 10.3 Observation plan 9 10.4 Preparation before observation 9 10.5 Requirements for observation operations 9 11 Field Results Record ···· 10 11.1 A-level GNSS network field work results record ···· 10 11.2 Field work records of Class B, C, D and E GNSS networks ····· 10 11.3 Observation Data Collection ··· 11 12 Data Processing ···· 11 12.1 Basic Requirements 11 12.2 Field Data Quality Check 11 12.3 Baseline Vector Calculation ··· 12 12.4 Quality Check of A and B Level GNSS Network Baseline Processing Results ···· 13 12.5 Retest and Supplementary Test 14 12.6 GNSS Network Adjustment ··· 15 12.7 Arrangement of data processing results and preparation of technical summary ····· 15 13 Results acceptance and submission of materials ···· 16 13.1 Results Inspection and Acceptance ···· 16 13.2 Submitting Documents 16 Appendix A (Informative) Definition of the.2000 National Geodetic Coordinate System and Earth Ellipsoid Parameters 17 Appendix B (Normative) Site selection and stone burial data and instructions ···· 18 B.1 Point Notes ···· 18 B.2 GNSS Point Ring View 20 B.3 Types of landmark stones ···· 20 Appendix C (Normative) Main Technical Requirements for Meteorological Instruments 25 C.1 Main technical requirements and use of ventilation psychrometer 25 C.2 Main technical requirements and use of empty box barometer 25 Appendix D (Normative) Measurement Records and Related Requirements ···· 26 D.1 Measurement Notebook 26 D.2 Measurement Notebook Record Contents and Requirements ····· 28 D.3 Antenna height measurement method and requirements ···· 29 Appendix E (Informative) Determination and calculation of central elements ····· 30 E.1 GNSS triangulation method 30 E.2 Pure GNSS method 30 E.3 Triangulation method 30 Appendix F (Normative) Synchronous Observation Ring Verification ····· 31 Preface This document is in accordance with the provisions of GB/T 1.1-2020 "Guidelines for standardization work Part 1.Structure and drafting rules for standardization documents" Drafting is required. This document replaces GB/T 18314-2009 "Global Positioning System (GPS) Measurement Specification" and is consistent with GB/T 18314-2009. In addition to structural adjustments and editorial changes, the main technical changes are as follows. The name of the standard is changed to "Global Navigation Satellite System (GNSS) Measurement Specification"; a) Add three terms. "GNSS network", "independent baseline" and "point observation mode" (see 3.8, 3.10 and 3.13); b) Added common measurement requirements for multi-satellite systems, added provisions and descriptions for measurements using the BeiDou satellite navigation system (see 4.1, 10.1.2); c) The basic parameters of the reference ellipsoids of the 1980 Xi'an coordinate system and the 1954 Beijing coordinate system have been deleted (see 4.4 of the.2009 edition, Appendix Record A); d) Added the content of using the mean error of the point position to divide the accuracy level (see 5.3.2); e) Some technical details in site selection and stone burial have been modified (see Chapters 7 and 8, Chapters 7 and 8 of the.2009 edition); f) Added the calculation formula for the error in baseline measurement (see 12.2.5); g) Modified some technical details in the technical summary (see 12.7, 12.7 of the.2009 edition); h) Modified some contents of the acceptance of results (see 13.1, 13.1 of the.2009 edition); i) The examples of point marks and some types of landmarks have been changed (see Appendix B, Appendix B of the.2009 edition); j) The calculation content of the centrifugal element was changed and merged with the determination method (see Appendix E, Appendix E of the.2009 edition); k) Added the verification method when the synchronous loop closing error is 0 (see Appendix F). l) Please note that some of the contents of this document may involve patents. The issuing organization of this document does not assume the responsibility for identifying patents. This document is proposed by the Ministry of Natural Resources of the People's Republic of China. This document is under the jurisdiction of the National Technical Committee on Geographic Information Standardization (SAC/TC 230). This document was drafted by. Institute of Surveying and Mapping Standardization, Ministry of Natural Resources, China Academy of Surveying and Mapping, First Geodetic Surveying and Mapping, Ministry of Natural Resources Team, Geodetic Data Processing Center of Ministry of Natural Resources, Wuhan University, National Basic Geographic Information Center, Jiangsu Institute of Surveying and Mapping, Natural Resources Sichuan Surveying and Mapping Product Quality Supervision and Inspection Station of the Ministry of Resources, and Beijing Surveying and Mapping Design Institute. The main drafters of this document are. Xiao Xuenian, Guo Weixin, Yan Jingxin, Mi Jinzhong, Cheng Chuanlu, Ma Congli, Liu Zhanke, Jiang Weiping, Chen Hua, Zhang Peng, Zhang Qinglan, Wang Yong, Tan Mingjian, Hua Jie, Jia Guangjun, Li Sen, Lü Yuxia, Andegong, Yin Tong, Jiang Guangwei, Gu Shouzhou, Zhang Qingtao, Zhang Jianhua, and Zhang Fenglu. The previous versions of this document and the documents it replaces are as follows. First published in.2001 as GB/T 18314-2001, first revised in.2009; - This is the second revision. - Global Navigation Satellite System (GNSS) Measurement Specifications 1 Scope This document specifies the requirements for the deployment, measurement and control of the GNSS control network using the static measurement technology of the Global Navigation Satellite System (GNSS). Measurement methods, accuracy indicators and technical requirements. This document is applicable to the design, deployment and data processing of various national and regional GNSS control networks. 2 Normative references The contents of the following documents constitute the essential clauses of this document through normative references in this document. For referenced documents without a date, only the version corresponding to that date applies to this document; for referenced documents without a date, the latest version (including all amendments) applies. in this document. GB/T 12897 National first and second class leveling specifications GB/T 12898 National third and fourth grade leveling specifications GB/T 17942 National Triangulation Specification GB/T 24356 Quality inspection and acceptance of surveying and mapping results GB/T 28588 Technical specification for the global navigation satellite system continuously operating reference station network GB/T 35767 Basic product specification for satellite navigation and positioning reference station network GB/T 39616 Satellite navigation positioning base station network real-time dynamic measurement (RTK) specification CH/T 1001 Rules for the preparation of surveying and mapping technical summaries CH/T 1004 Surveying and Mapping Technical Design Regulations CH/T 8016 Verification procedures for global positioning system (GPS) measurement receivers 3 Terms and definitions The following terms and definitions apply to this document. 3.1 observation session The time interval for continuous observation from the start of receiving satellite signals to the stop of receiving signals at the measuring station. 3.2 simultaneous observation Observations of the same group of satellites by two or more receivers simultaneously. 3.3 Synchronous observation loop A closed loop consisting of baseline vectors obtained by synchronous observations of three or more receivers. 3.4 Asynchronous loop independent observation loop A closed loop consisting of baseline vectors obtained from asynchronous observations.
GB/T 18314-2009 NATIONAL STANDARD OF THE PEOPLE’S REPUBLIC OF CHINA ICS 07.040 A 76 Replacing GB/T 18314-2001 Specifications for global positioning system (GPS) surveys ISSUED ON: FEBRUARY 06, 2009 IMPLEMENTED ON: JUNE 01, 2009 Issued by: General Administration of Quality Supervision, Inspection and Quarantine of PRC; Standardization Administration of PRC. Table of Contents Foreword ... 4  1 Scope ... 5  2 Normative references ... 5  3 Terms and definitions ... 6  4 Basic requirements ... 7  5 Level division and survey accuracy ... 8  5.1 Level division ... 8  5.2 Survey accuracy ... 8  5.3 Use ... 9  6 Principles of layout ... 9  6.1 Basic principles ... 9  6.2 Naming of GPS points ... 11  6.3 Technical design... 12  7 Point selection ... 12  7.1 Preparation for point selection ... 12  7.2 Basic requirements for point locations ... 12  7.3 Auxiliary points and azimuth points ... 13  7.4 Point selection work ... 13  7.5 Information to be submitted after point selection ... 14  8 Stone burial ... 14  8.1 Mark stone ... 14  8.2 Stone burial work ... 15  8.3 External treatment of mark stone ... 16  8.4 Control of key procedures ... 16  8.5 Information submitted after stone burial ... 17  9 Instruments ... 17  9.1 Selection of receivers ... 17  9.2 Inspection of instrument ... 17  9.3 Maintenance of instrument ... 18  10 Observations ... 19  10.1 Basic technical requirements ... 19  10.2 Division of observation areas ... 20  10.3 Observation plan ... 20  10.4 Preparation before observation ... 20  10.5 Requirements for observation work ... 21  11 Field result record ... 22  11.1 Field work record of level A GPS network ... 22  11.2 Field work record of level B, C, D, E GPS network ... 22  12 Data processing ... 24  12.1 Basic requirements ... 24  12.2 Field data quality verification ... 24  12.3 Solution of baseline vector ... 25  12.4 Quality inspection of baseline processing results of levels A and B GPS ... 27  12.5 Re-survey and additional survey ... 28  12.6 GPS network balancing ... 29  12.7 Compilation of data processing results and preparation of technical summary ... 31  13 Results acceptance and submitted data ... 32  13.1 Acceptance of results ... 32  13.2 Submitted data ... 33  Appendix A (Informative) Description of earth coordinate system ... 34  Appendix B (Normative) Point selection and stone burial and their description ... 36  Appendix C (Normative) Main technical requirements for meteorological instruments ... 42  Appendix D (Normative) Survey handbook records and related requirements ... 44  Appendix E (Informative) Determination and calculation of centering elements ... 48  Appendix F (Normative) Verification of simultaneous observation loop ... 51  Specifications for global positioning system (GPS) surveys 1 Scope This standard specifies the use of global positioning system (GPS) static survey technology to establish the principles, survey methods, accuracy indicators, technical requirements of the GPS control network. This standard applies to the design, layout and data processing of national and local GPS control networks. 2 Normative references The provisions in following documents become the provisions of this Standard through reference in this Standard. For the dated references, the subsequent amendments (excluding corrections) or revisions do not apply to this Standard; however, parties who reach an agreement based on this Standard are encouraged to study if the latest versions of these documents are applicable. For undated references, the latest edition of the referenced document applies. GB/T 12897 Specifications for the first and second order leveling GB/T 12898 Specifications for the third and fourth order leveling GB/T 17942 Specifications for national triangulation CH 1002 Specifications for inspection and acceptance of surveying and mapping products CH 1003 Quality assessment criteria of surveying and mapping products CH/T 1004 General rules for technical design of surveying and mapping CH/T 2008 Specifications for construction of the continuously operating reference stations using global navigation satellite system CH/T 8016 Verification procedure of survey receiver of global positioning system (GPS) points as specified in Table 2. 5.3 Use 5.3.1 The GPS survey for the establishment of the national level-1 geodetic control network, study of global geodynamics, crustal deformation survey, precision orbit determination shall meet the accuracy requirements of level A GPS survey. 5.3.2 GPS survey used to establish national level-2 geodetic control networks, establish local or urban coordinate datum frames, regional geodynamic studies, crustal deformation surveys, local deformation monitoring, various precision engineering surveys shall meet the accuracy requirements of level B GPS survey. 5.3.3 GPS survey used to establish level-3 geodetic control networks, as well as basic control networks for regional, urban, and engineering survey shall meet the accuracy requirements for level C GPS surveys. 5.3.4 GPS surveys used to establish the level-4 geodetic control network shall meet the accuracy requirements of level D GPS surveys. 5.3.5 GPS surveys for control purposes of small and medium-sized cities, towns, and survey and survey of maps, cadastre, land information, real estate, geophysical surveys, explorations, construction, etc., shall meet the accuracy requirements of levels D and E GPS surveys. 6 Principles of layout 6.1 Basic principles 6.1.1 GPS networks at all levels are generally laid out level by level. If it can guarantee the technical requirements of accuracy and density, it may be laid out across levels. 6.1.2 The layout of GPS networks at all levels shall be considered comprehensively in accordance with the factors of its layout purpose, accuracy requirements, satellite status, type and number of receivers, existing data in the survey area, terrain and traffic conditions of the survey area, operational efficiency. It is carried out in accordance with the principles of optimal design. 6.1.3 The minimum number of independent observation loops or attachment routes of GPS networks at all levels shall not exceed the requirements of Table 3. observation mode, the network shall be established by the method of side connection of point connection. 6.1.12 When using GPS surveys to establish various levels of geodetic control networks, the following principles shall be followed in their layout: a) When used in the national level 1 earth control network, its points shall be evenly distributed to cover China's land. In the case of meeting the conditions, the points should be laid near the national level 1 leveling line or the node of the national level 1 level network. b) When used in the national level 2 earth control network, it shall comprehensively consider such factors as the application service and the large-scale stability monitoring of the national levels 1 and 2 leveling networks, etc., design it in a unified manner, lay it into a continuous network. The point shall, on the basis of even distribution, coincide as practical as possible to the node of the national levels 1 and 2 leveling network, the existing national high-level GPS point, the crustal deformation monitoring network, the basic tide station. c) When used for level 3 earth control network survey, it shall meet the basic requirements of the national basic scale map, combine the leveling and gravity survey techniques to refine the area to be similar the geoid. 6.2 Naming of GPS points 6.2.1 The GPS point shall be named after the location of the point. If it cannot be distinguished, it can be distinguished by adding (1), (2), etc. after the name of the point. Minority areas shall use the standardized transliteration Chinese name; the original text can be attached after transliteration. 6.2.2 When new and old points coincide, it shall use the old point name and not change it. If the name of the original location has been changed, the old name shall be indicated in parentheses after the new name. If coincident with the benchmark, it shall indicate the benchmark level and number in parentheses after the new name. 6.2.3 The name writing shall be accurate and regular; the simplified Chinese characters published by the State Council shall prevail. 6.2.4 When the point number is prepared for the GPS point, it shall make consideration as a whole, unify the number. The point number shall be unique and suitable for computer management. stable and easy for long-term preservation, it may be selected based on actual conditions. 8.1.3 Various types of mark stones shall be provided with a center mark. The center mark of the bedrock and basic mark stone is made of copper or stainless steel. The center mark of the common mark stone can be made of iron or a hard composite material. At the center of the mark, there shall be engraved of clear and fine crosshair or embedded with a metal (stainless steel or copper) center point which has a diameter of less than 0.5 mm and different colors. For the GPS points used for the refinement of the area like the geoid, its mark shall also meet the requirements of leveling. 8.1.4 Forced alignment devices shall be installed for various antenna piers. The alignment error of the forced centering device shall not be greater than 1 mm. 8.2 Stone burial work 8.2.1 Mark stone shall be prepared by pouring concrete. In areas where conditions permit, it can also be made of hard stone such as whole piece of granite or bluestone, but its specifications shall not be less than the specifications of similar mark stone. 8.2.2 When embedding the antenna pier, bedrock mark stone and basic mar stone, the concrete shall be poured on site. Ordinary mark stone can be pre- made and then transported to various points for burying. 8.2.3 For the burial of the mark stone, the marking center of each layer shall be strictly on the same vertical line; the deviation shall not exceed 2 mm. 8.2.4 When using the old point, first confirm that the mark stone at this point is in good condition, meet the corresponding specifications and requirements for stone burial, can be stored for a long time. If necessary, it needs to dig the side of the mark stone to check it. In case of damage to the mark stone, it may be based on the lower mark stone to bury the upper mark stone again. 8.2.5 At the azimuth points, it shall bury common mark stone and mark it appropriately, to distinguish them from the control points. 8.2.6 The land occupied by the buried stone shall be approved by the land user or the management department and the corresponding formalities shall be handled. When the new mark stone is buried, it shall prepare the entrusted custodial books of the survey mark, in triplicate, one for the custody organization or individual of mark stone, one submitted, one archived. When using the old points, it needs to verify the entrusted custodial books. If the entrusted custody is not implemented, it shall proceed it again. 9.2.1.4 The circular level, the optical plummet, the antenna height gauge of the antenna or base shall be checked at least once a month during the operation. 9.2.2 Inspection of auxiliary equipment Ventilation wet & dry meters, empty box air pressure gauges and other auxiliary equipment used for GPS surveys shall be sent to the metrological verification department for inspection and used within the validity period. The main technical requirements for meteorological instruments are as shown in Appendix C. 9.3 Maintenance of instrument 9.3.1 For the instruments such as GPS receivers, it shall designate dedicated personnel for custody. No matter what mode of transportation is used, it shall be escorted by special personnel and take anti-shock measures. No collision, inversion or heavy pressure shall occur. 9.3.2 During the operation, it shall strictly follow the technical requirements and operational requirements. The non-operating personnel shall not operate the instrument without permission. 9.3.3 Receiving instruments shall be protected against shock, moisture, sun exposure, dust, corrosion and radiation. The cable shall not be twisted, or dragged and smashed on the ground. Its joints and connectors shall be kept clean. 9.3.4 After the end of the operation, it shall wipe clean the water vapor and dust on the receiver in time and store it in the instrument box in time. The instrument box shall be placed in a ventilated, dry and cool place. When the desiccant in the box is pink, it shall be replaced in time. 9.3.5 When the instrument is handed over, it shall be inspected according to the specified general inspection items. The handover record shall be filled. 9.3.6 Before the receiver uses the external power supply, it shall check whether the power supply voltage is normal. The positive and negative terminals of the battery shall not be reversed. 9.3.7 When the antenna is placed on the top of the building, high places and other facilities for operation, it shall take reinforcement measures. There shall be lightning protection facilities or stop observation during thunderstorms. 9.3.8 During indoor storage of receiver, it shall perform indoor ventilation regularly. Check it at power-on state once every 1 ~ 2 months. The battery in the receiver shall be fully charged. The external battery shall be charged and 10.5.9 Observers shall be careful to prevent the receiving equipment from vibrating during the observation period. It must not move. It shall prevent people and other objects from touching the antenna or blocking the signal. 10.5.10 During the observation period, the radio shall not be used within 50 m near the antenna; the intercom shall be used within 10 m. 10.5.11 When the weather is very cold, the receiver shall be properly warmed; when the weather is very hot, the receiver shall avoid direct sunlight, to ensure the receiver works normally. 10.5.12 The following operations shall not be performed during the observation session: a) The receiver is restarted; b) Conduct a self-test; c) Change the satellite cut-off height angle; d) Change the data sampling interval; e) Change the antenna position; f) Press the function key such as Close File and Delete File. 10.5.13 After inspection, all the specified work items have been fully completed and meet the requirements, meanwhile the records and information are complete and correct before they can move to another station. 11 Field result record 11.1 Field work record of level A GPS network The contents and requirements of the field work records of the level A GPS network shall be implemented in accordance with the relevant provisions of CH/T 2008. 11.2 Field work record of level B, C, D, E GPS network 11.2.1 Type of records The record of results obtained by GPS survey operations shall include the following three categories: and shall be bound into a booklet and shall not be defective. Other records shall be bound separately. 12 Data processing 12.1 Basic requirements 12.1.1 The baseline data processing of the level A and B GPS network shall use special software for high-precision data processing. The baseline solution of the level C, D, E GPS network may use the commercial software equipped with the receiver. 12.1.2 Data processing software shall be tested and approved by the relevant department and approved by the business department before use. 12.1.3 The level A GPS network shall use the coordinates and original observation data of the appropriate number and uniform distribution of the IGS station as the starting data; the level B GPS network shall use the coordinates and the appropriate number and distribution of the level A GPS network points or IGS stations as the starting data. The levels C, D, E GPS networks use the coordinates and original observation data of the levels A and B GPS network points of appropriate quantity and uniform distribution as the starting data. 12.1.4 All starting data shall be checked for data integrity, correctness, reliability. 12.2 Field data quality verification 12.2.1 The data rejection rate of observations at the same session should not exceed 10%. 12.2.2 When the point observation mode is adopted, the data of the repeated baseline, synchronization loop and independent loop are not checked between different points, but the baseline data of same point at different sessions shall be subject to various data verification in accordance with 12.2.3 ~ 12.2.7. 12.2.3 The inspection of the A-level GPS network observation data shall be carried out in accordance with the relevant provisions of CH/T 2008. 12.2.4 For the baseline field pre-processing of B-level GPS network and the baseline processing C, D, E-level GPS network, the length range of the re- tested baseline ds shall meet the requirements of formula (1): Table 3. Otherwise, the synchronous pattern related to the baseline shall be re- surveyed. 12.5.3 For the observation session or baseline to be subjected to additional survey or resurveyed, the cause shall be analyzed in detail. Under the premise of meeting the requirements of Table 4, it shall be arranged for simultaneous observation together. 12.5.4 The analysis of the additional survey or resurvey shall be written into the data processing report. 12.6 GPS network balancing 12.6.1 Unconstrained adjustment is performed for the levels A and B GPS networks 12.6.1.1 During unconstrained adjustment, according to the staging of the field work period and the technical requirements of the operation, it can be divided into several sub-areas, respectively, for unconstrained adjustment respectively. If joint unconstrained adjustment of adjacent subintervals is performed, it may introduce several systematic error parameters (scale, orientation, etc.) and carry out significance inspection of each system error parameter. 12.6.1.2 For the unconstrained adjustment, it shall carry out the inspection of the variance component estimation σ2 and the inspection of the gross error of each correction. 12.6.1.3 Unconstrained adjustment shall output the geocentric coordinates and geodetic coordinates of each point in the 2000 national geodetic coordinate system, the correction values of each baseline and the baseline vector adjusted value, the geocentric coordinate components of each baseline, the earth coordinate components and their precision, etc. 12.6.2 Overall adjustment of levels A and B GPS network 12.6.2.1 The overall adjustment shall be made in the 2000 National Geodetic Coordinate System or the International Terrestrial Reference Frame (ITRF). When the epochs of different subnets are different, the plate motion model and the velocity field shall be used for unified reduction. 12.6.2.2 In the overall adjustment, the full variance-covariance matrix of the starting point shall be introduced and multiplied by the appropriate relaxation factor for weighting. 12.6.2.3 For the overall adjustment, it shall check the post-verification unit weight variance factor σ2 and the significance of the conversion parameters. e) The type, accuracy, inspection and use of the operating instrument; f) The evaluation of point observation conditions, stone burial and coincidence; g) Translocation method, completion of points and additional surveys at all levels, resurvey, description of problems in the operation; h) Quality analysis and data review of field observation data. 12.7.3 The internal technical summary shall include the following: a) The data processing scheme, software used, ephemeris, starting data, coordinate system, epoch, unconstrained adjustment, constraint adjustment; b) The error inspection and accuracy estimation of related parameters and the adjusted result; c) Existing issues and other issues, suggestions or improvements that need to be addressed in the submitted outcome; d) Various schedules and drawings. 13 Results acceptance and submitted data 13.1 Acceptance of results 13.1.1 Acceptance of results shall be carried out in accordance with the provisions of CH 1002. The results submitted for acceptance, including the storage medium of the observation record and its backup, shall be complete and intact in contents and quantity; the notes and finishing shall meet the requirements. 13.1.2 Acceptance points include the following: a) Whether the implementation scheme meets the specifications and technical design requirements; b) Whether the additional su......