Interpreting land subsidence impacts due to groundwater depletion using remote sensing-based GRACE gravity anomaly and DInSAR technique: a study on north-western parts of India

被引:10
作者
Pranjal, Pranshu [1 ,3 ]
Kadiyan, Neha [2 ,3 ]
Chatterjee, R. S. [3 ]
Kumar, Dheeraj [4 ]
Sati, Madhu Sudan [2 ]
机构
[1] Indian Sch Mines, Indian Inst Technol, Geodet & GPS Lab, Dhanbad 826004, Bihar, India
[2] HNB Garhwal Univ, Srinagar 249161, Uttarakhand, India
[3] Indian Inst Remote Sensing, Geosci Dept, Dehra Dun 248001, Uttarakhand, India
[4] Indian Sch Mines, Indian Inst Technol, Dept Min Engn, Dhanbad 826004, Bihar, India
关键词
Groundwater depletion; Land subsidence; GRACE; DInSAR; Building cracks; LAS-VEGAS VALLEY; BASIN; WITHDRAWAL; RECOVERY; NEVADA;
D O I
10.1007/s12665-021-09905-y
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Extraction of water reserve is at risk, especially at several locations of north-western India due to tremendous growth in populations and excessive use of water over the decade. It has been evident through this study that several regions in Punjab such as Dera Bassi, Landran, Singhpura, and Ambala in Haryana are facing constant depletion of groundwater at the rate of 46.26 cm/year, 49.16 cm/year, 120.77 cm/year and 237.69 cm/year, respectively, during 2005-2018. Whereas, depleting trends have also been analysed with derived GRACE gravity anomaly of 12.65 cm/year at respective locations. Although these areas lie in arid to semiarid zone, with moderate precipitation in the monsoon month of June-August, it does not meet the requirement of recharging the aquifer to the previous level, hence causing land deformation, which is mostly witnessing tensional, compressional and shear cracks with vertical, horizontal and diagonal orientation in nature, which further deliberated using conventional DInSAR. To identify the deformed hotspots in the affected areas, DInSAR was performed using remotely sensed Sentinal-1 SAR sensor. Additionally, to interpret the seismic consequences around the study area, pre-seismic data were examined and categorised medium intensity (in between 4.5 and 4.9 mb) earthquake, which did not affect the structures. Therefore, from the study, it was agreeable to manifest that the deformation which took place in the area is due to massive long-term extraction of groundwater.
引用
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页数:12
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共 56 条
[31]  
Heywood C.E., 2002, United States Geological Survey Water-Resources Investigations Report, 02-4235
[32]   Seasonal subsidence and rebound in Las Vegas Valley, Nevada, observed by synthetic aperture radar interferometry [J].
Hoffmann, J ;
Zebker, HA ;
Galloway, DL ;
Amelung, F .
WATER RESOURCES RESEARCH, 2001, 37 (06) :1551-1566
[33]  
Holzer TL, 2005, REV ENG GEOL, V16, P87, DOI 10.1130/2005.4016(08)
[34]  
Houghton-Carr H., 2014, Surface water handbook: Water level, stage-discharge and flow: New Delhi
[35]   Monitoring severe aquifer-system compaction and land subsidence in Taiwan using multiple sensors: Yunlin, the southern Choushui River Alluvial Fan [J].
Hung, Wei-Chia ;
Hwang, Cheinway ;
Chang, Chung-Pai ;
Yen, Jiun-Yee ;
Liu, Chih-Hsi ;
Yang, Wan-Huei .
ENVIRONMENTAL EARTH SCIENCES, 2010, 59 (07) :1535-1548
[36]   The Review of GRACE Data Applications in Terrestrial Hydrology Monitoring [J].
Jiang, Dong ;
Wang, Jianhua ;
Huang, Yaohuan ;
Zhou, Kang ;
Ding, Xiangyi ;
Fu, Jingying .
ADVANCES IN METEOROLOGY, 2014, 2014
[37]   Groundwater depletion: A global problem [J].
Konikow, LF ;
Kendy, E .
HYDROGEOLOGY JOURNAL, 2005, 13 (01) :317-320
[38]   InSAR analysis of natural recharge to define structure of a ground-water basin, San Bernardino, California [J].
Lu, Z ;
Danskin, WR .
GEOPHYSICAL RESEARCH LETTERS, 2001, 28 (13) :2661-2664
[39]  
MacDonald AM, 2016, NAT GEOSCI, V9, P762, DOI [10.1038/NGEO2791, 10.1038/ngeo2791]
[40]   Delimitation of ground failure zones due to land subsidence using gravity data and finite element modeling in the Queretaro valley, Mexico [J].
Pacheco, Jesus ;
Arzate, Jorge ;
Rojas, Eduardo ;
Arroyo, Moises ;
Yutsis, Vsevolod ;
Ochoa, Gil .
ENGINEERING GEOLOGY, 2006, 84 (3-4) :143-160