Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Site Investigation Science and Technology》 2009-03
Add to Favorite Get Latest Update

Characteristics,Application and Progress on Triangle Height Measurement of Total Station Instrument

He Liheng1,2 Bao Qisheng3 Wei Haohan1 (1.College of Geography and Ocean Sciences,Nanjing University 2.Collge of Civil Engineering,Nanjing Forest University 3.Nanjing Surveying and Mapping Academy Limited Company)  
Triangle height measurement is one of the fundamental methods to determine the elevation.Triangle height measurement of total station instrument includes single,reciprocal and midpoint observation methods.The principles,observation method and error and so on of three kinds of methods are expounded,analyzed and summarized in detail,and the application prospect and research orientation are expected to triangle height measurement of total station instrument.
【CateGory Index】: P224.2
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Yong1,WANG Bo2(1.College of Land Resource Engineering,Kunming University of Science and Technology,Kunming 650093,China;2.Shenyang Surveying and Mapping Institute,Shenyang 110015,China);A new method of triangular elevation by total station and accuracy estimation[J];Engineering of Surveying and Mapping;2007-06
2 WEI Dong-sheng,LI Xing-zhao(Central South University Of Forestry & Technology, Changsha 410004, China);A comparative research on quasi-level height surveying and subtend trigonometric leveling with total station[J];Science of Surveying and Mapping;2008-01
3 XU Guohui;A Study of EDM Precise Trigonometric Leveling[J];Bulletin of Surveying and Mapping;2002-10
4 YU Dai-jun(Earth Science College,Chengdu University of Technology,Chengdu 610059, China);The Precision Analysis and Experiment of the Middle Method of Total Station Instead of Second Grade Leveling[J];Geomatics & Spatial Information Technology;2006-05
5 DENG Biao HUANG Teng CHEN Jianhua CHENG Dong (Hohai University,Nanjing 210098,China);Precision Analysis for Three-dimensional Measurement of Intellective Total Station ATR[J];Hydropower Automation and Dam Monitoring;2006-06
6 ZHANG Yutang(Hubei Province Territory Resources occupation colleges, Jingzhou Hubei 434000,China);Vertical Survey and Precision Analysis by the Method of Quasi-leveling with Total Station[J];Geospatial Information;2006-01
7 JIN Hai-liang1,2,ZHAO Chang-sheng2,HAN Kui-feng2 (1.College of Environment & Surveying Information , Chinese University of Mining & Technology, Xuzhou 221008,China;2. Department of Territory Resources Information and Surveying Engineering Xuzhou Normal University,Xuzhou 221116,China);Precision analysis of triangle elevation survey of total station instrument to replace fourth-grade-leveling survey[J];Journal of Liaoning Technical University;2004-05
8 HE Chun-mei MING Zu-tao (Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);ANALYZING THE FEASIBILITY OF REPLACING THE FIRST CLASS RIVER—CROSSING LEVELING WITH TRIGONOMETRIC LEVELING[J];Chinese Journal of Engineering Geophysics;2006-05
9 LIN Zhang-mian, CHEN Qing-song;Application of Electronic Total Station to Middle Observation Method for Elevation Control Measurement of Expressways[J];Technocogy of Highway and Transport;2005-03
10 LIU Yue~1,XU Guo-hui~2 (1.Guangzhou Communications Senior Polytechnic School,Guangzhou 510170,China;2.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China);The selection of station position in short distance trigonometric leveling[J];Journal of Guangzhou University(Natural Science Edition);2005-06
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 JIN Jiwei ZHANG Xiaolin WANG Yan;The Discussions and Application of Qiu-Qi Correcting Programme in Trigonometric Height Surveying[J];Standardization of Surveying and Mapping;2008-02
2 ZHU Ji-wen,LU Ting-jun,ZHANG He(Dept.of mapping and Surveying Engineering,Heilongjiang Institute of Technology,Harbin 150050,China);The application of 3D forward intersection in large-scale metal truss structures[J];Engineering of Surveying and Mapping;2008-03
3 CHEN Zhen,XU Jing-tian,SUN Hua(Faculty of Information Engineering,China University of Geosciences,Wuhan 430074,China);The integrated adjustment and data processing based on the three dimensional observations of total station device[J];Engineering of Surveying and Mapping;2009-03
4 WEI Dong-sheng,LI Xing-zhao(Central South University Of Forestry & Technology, Changsha 410004, China);A comparative research on quasi-level height surveying and subtend trigonometric leveling with total station[J];Science of Surveying and Mapping;2008-01
5 ZHANGZheng-lu,DENG Yong,LUO Chang-lin,LIUZu-qiang,YANG Hong;On Precise Engineering Surveying and Its Application[J];Bulletin of Surveying and Mapping;2006-05
6 Zhang Ping,Fu Qiang,Xu ZeRong(ChongQing Survey lnstitute,ChongQing 400020,China);Middle Method Trigonometric Leveling in Bridge Main Pillar Subsidence Monitor Application[J];Urban Geotechnical Investigation & Surveying;2008-05
7 ZHENG Xing-zhao1,ZHANG Jian-hua2,ZHANG Hong-wen2(1.Marine Surveying and Mapping Team,Tianjin Maritime Safety Administration,Tianjin 300222,China;2.The Second Geodetic Surveying Team of State Bureau of Surveying and Mapping,Harbin 150086,China);Practice and Thoughts on the Construction of GPS Control Network in Northern Sea Area[J];Geomatics & Spatial Information Technology;2009-02
8 YAN Hongbo,HUANG Teng,DENG Biao(Hohai University,Nanjing 210098,China);Substitution of Intelligent Total Station Trigonometric Leveling for Second-order Leveling[J];Hydropower Automation and Dam Monitoring;2007-04
9 GUO Zizhen1,PU Jiuwu2(1.Leica GeoSystems(Shanghai)Co Ltd,Shanghai 201203,China)(2.Zhejiang Wuxijiang Hydropower Plant,Quzhou 324000,China);Development and Application of Leica TCA Total Station-based Dam Deformation Monitoring System[J];Hydropower Automation and Dam Monitoring;2007-06
10 Duan Lei Bao Hong (Key Laboratory of Electronic Equipment Structure,Ministry of Education,Xidian University,Xi'an 710071,China);Study on the Tracking Measurement Jump for Leica Laser Total Stations[J];Electronic Science and Technology;2008-04
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Zhai Yi~1,Zhao Fu-lai~1,PANG Bao-hua~2,YANG Guo-min~2 (1.College of Surveying and Mapping,Information Engineering University,Zhengzhou 450052,China;2.Field Operation Team of Zhengzhou Land and Natural Resources Departmant,Zhengzhou 450006,China);Discussing the issue of the EDM trigonometric leveling again[J];Engineering of Surveying and Mapping;2006-01
2 JIANG Li-long,YI You-qing(Dept.of Surveying and Mapping,Guangdong University of Technology,Guangzhou 510643);Research on atmospheric refraction correction in precise leveling[J];Science of Surveying and Mapping;2005-05
3 黄汝麟;A PPLICATION OF GIS AND THE SOCIAL BACKGROUND[J];Bulletin of Surveying and Mapping;1995-03
4 XU Guohui;A Study of EDM Precise Trigonometric Leveling[J];Bulletin of Surveying and Mapping;2002-10
5 GUO Zong-he,ZHENG Jin-feng;A Study of Formula Error on EDM Trigonometric Leveling[J];Bulletin of Surveying and Mapping;2004-07
6 XIAO Gen-wang, XU Ti-duo, ZHOU Wen-jian,ZHU Shun-sheng;The Strict Formula of High Precise Trigonometric Leveling[J];Bulletin of Surveying and Mapping;2004-10
7 Liang Zhenying, Li Ming(Research Institute of Surveying and Mapping);SOME REMARKS ON THE KEFRACTION CORRECTIONIN PRECISION LEVELLING[J];Acta Geodaetica Et Cartographic Sinica;1991-01
8 XU Yuemin1 HUA Xianghong1 ZOU Jingui2 MA Liguang1 XIA Chuanyi1 (1 School of Geodesy and Geomatics; 2 Hazard Monitoring and Prevention Research Center,Wuhan Uninersity,129 Luoyu Road, Wuhan 430079,China);APPLICATION OF TRIGONOMETRIC LEVELING TO CONSTRUCTION OF YUNYANG YANGTSE RIVER HIGHWAY BRIDGE[J];Wtusm Bulletin of Science and Technology;2005-04
9 Huang Teng;Chen Guangbao;Zhang Shufeng Hohai University, Nanjing 210098, China Huang Teng;Chen Guangbao;Zhang Shufeng Hohai University, Nanjing 210098, China;THE PRECISION OF ANGLE MEASUREMENT OF AUTOMATIC TARGET RECOGNITION SYSTEM[J];Dam Observation and Geotechnical Tests;2004-03
10 He Xiping (Nanchang College of Water Conservancy and Hydroelectric Power, Nanchang 330029, China);COMPARISON OF PRECISION OF LEVELING AND TRIGONOMETRIC LEVELING BY TOTAL STATIONS WITH BALANCING THE DISTANCES TO FORE POINT AND TO BACK POINT[J];Dam Observation and Geotechnical Tests;2004-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved