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DOI | 10.1007/s11069-021-04513-2 |
Suitability of GNSS for analysis of soil subsidence in Recife in a highly urbanized coastal area | |
de Luna R.M.R.; dos Anjos Garnés S.J.; da Silva Pereira Cabral J.J.; dos Santos S.M. | |
发表日期 | 2021 |
ISSN | 0921030X |
起始页码 | 1821 |
结束页码 | 1837 |
卷号 | 106期号:3 |
英文摘要 | Recife Metropolitan Region, in the northeast of Brazil, is formed by a coastal plain bounded by hills and by the Atlantic Ocean. Recife Metropolitan Region has about 4 million inhabitants and is the sixth most populous Brazilian metropolitan region. In the last 50 years, there has been an increase in groundwater exploitation causing a piezometric level lowering that reached 100 meters in some points. Consequently, soil subsidence has become a major concern. Geodetic methods have been used worldwide to monitor and quantify vertical deformation of soil in places with large groundwater withdrawal. This article describes the GNSS methodology used in the monitoring of soil subsidence due to groundwater exploitation. Three experiments were carried out to evaluate the most adequate methodology for monitoring soil subsidence applying GNSS receivers. Two of them were carried out, under the same conditions, with the GNSS antennas located at ground level with different baselines (short baseline in experiment 1 and long baseline in experiment 2). In the third experiment, GNSS receivers were installed in landmarks located at the top of four buildings. From these experiments, it was verified that, using GNSS technology, it is possible to detect the occurrence of vertical displacements of the order of 1 cm, in obstacle-free conditions, and a tracking time of at least two or three hours depending on the baseline. Using a known displacement, it was observed that the GNSS system was able to detect the variation of vertical displacement in the order of magnitude researched. © 2021, The Author(s), under exclusive licence to Springer Nature B.V. part of Springer Nature. |
关键词 | GNSS surveyGroundwater overexploitationSoil subsidenceUrban difficulties for GNSS |
英文关键词 | baseline survey; coastal plain; coastal zone; displacement; GNSS; ground settlement; groundwater abstraction; hazard assessment; metropolitan area; soil analysis; subsidence; Brazil; Pernambuco; Recife; Varanidae |
语种 | 英语 |
来源期刊 | Natural Hazards |
文献类型 | 期刊论文 |
条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/206181 |
作者单位 | Postgraduate Course in Civil Engineering, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, s/n. Cidade Universitária, Recife, PE CEP: 50740-530, Brazil; Department of Cartographic Engineering, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, s/n. Cidade Universitária, Recife, PE CEP: 50740-530, Brazil; Polytechnic School, Postgraduate Course in Civil Engineering, University of Pernambuco, Federal University of Pernambuco, R. Benfica, 455 Av. Acadêmico Hélio Ramos, s/n. Cidade Universitária, Recife, PE CEP: 50740-530, Brazil; Department of Civil and Environmental Engineering, Federal University of Pernambuco, Av. Acadêmico Hélio Ramos, s/n. Cidade Universitária, Recife, PE CEP: 50740-530, Brazil |
推荐引用方式 GB/T 7714 | de Luna R.M.R.,dos Anjos Garnés S.J.,da Silva Pereira Cabral J.J.,et al. Suitability of GNSS for analysis of soil subsidence in Recife in a highly urbanized coastal area[J],2021,106(3). |
APA | de Luna R.M.R.,dos Anjos Garnés S.J.,da Silva Pereira Cabral J.J.,&dos Santos S.M..(2021).Suitability of GNSS for analysis of soil subsidence in Recife in a highly urbanized coastal area.Natural Hazards,106(3). |
MLA | de Luna R.M.R.,et al."Suitability of GNSS for analysis of soil subsidence in Recife in a highly urbanized coastal area".Natural Hazards 106.3(2021). |
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