The Concept of the GNSSControl Network Densification with Precise Leveling for Ground Deformation Monitoring

被引:3
作者
Baryla, Radoslaw [1 ]
Paziewski, Jacek [2 ]
机构
[1] Univ Warmia & Mazury, Dept Satellite Geodesy & Nav, PL-10719 Olsztyn, Poland
[2] Univ Warmia & Mazury, Inst Geodesy, PL-10719 Olsztyn, Poland
来源
9TH INTERNATIONAL CONFERENCE ENVIRONMENTAL ENGINEERING (9TH ICEE) - SELECTED PAPERS | 2014年
关键词
satellite leveling; Global Navigation Satellite System (GNSS); deformation monitoring; precise leveling; MOVEMENTS; POLAND;
D O I
10.3846/enviro.2014.187
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Many natural hazards as well as human activities may induce land subsidence and other disasters threating human life and property. In these cases there is a necessity for monitoring of ground deformation. Determination of deformation indices requires high precision geodetic surveys like static GNSS positioning as well as precise spirit leveling. Static GNSS measurements allow for precise determination of the actual height of the controlled points over the investigated area. In such a case the processed baselines are of several kilometers. This makes possible to establish the GNSS reference points outside the affected area. On the other hand, there is often a need for densification of the controlled points and determination of the deformation indices with higher spatial resolution. In this case a precise geometric leveling can be applied. The paper presents concept developed at the University of Warmia and Mazury in Olsztyn of the deformation monitoring with application of integrated GNSS measurements and precise leveling. The developed methodology was introduced and tested at the area of the open pit mine "KWB Adamow" in Poland.
引用
收藏
页数:6
相关论文
共 21 条
[1]  
[Anonymous], 2007, GPS-Theory, Algorithms and Applications
[2]   Horizontal Deformation Rate Analysis Based on Multiepoch GPS Measurements in Shanghai [J].
Cai, Jianqing ;
Wang, Jiexian ;
Wu, Jicang ;
Hu, Congwei ;
Grafarend, Erik ;
Chen, Junping .
JOURNAL OF SURVEYING ENGINEERING, 2008, 134 (04) :132-137
[3]  
Chu F. Y., 2013, GPS SOLUTIONS
[4]  
Dach R., 2007, BERNESE GPS SOFTWARE
[5]   The International GNSS Service in a changing landscape of Global Navigation Satellite Systems [J].
Dow, John M. ;
Neilan, R. E. ;
Rizos, C. .
JOURNAL OF GEODESY, 2009, 83 (3-4) :191-198
[6]   ROBUSTNESS OF STRATEGY FOR TESTING LEVELLING MARK STABILITY BASED ON RANK TESTS [J].
Duchnowski, R. .
SURVEY REVIEW, 2011, 43 (323) :687-699
[7]   Hodges-Lehmann estimates in deformation analyses [J].
Duchnowski, Robert .
JOURNAL OF GEODESY, 2013, 87 (10-12) :873-884
[8]   Height transformation using regional geoids and GPS/levelling in Turkey [J].
Erol, B. ;
Erol, S. ;
Celik, R. N. .
SURVEY REVIEW, 2008, 40 (307) :2-18
[9]   Increasing the Efficacy of the Conventional Deformation Analysis Methods: Alternative Strategy [J].
Hekimoglu, S. ;
Erdogan, B. ;
Butterworth, S. .
JOURNAL OF SURVEYING ENGINEERING-ASCE, 2010, 136 (02) :53-62
[10]   Mutual validation of GNSS height measurements and high-precision geometric-astronomical leveling [J].
Hirt, Christian ;
Schmitz, Martin ;
Feldmann-Westendorff, Uwe ;
Wuebbena, Gerhard ;
Jahn, Cord-Hinrich ;
Seeber, Guenter .
GPS SOLUTIONS, 2011, 15 (02) :149-159