Land subsidence caused by a single water extraction well and rapid  water infiltration

Martinez-Noguez, I.; Hinkelmann, R.

doi:10.5194/piahs-372-33-2015

Articles | Volume 372

https://doi.org/10.5194/piahs-372-33-2015

© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.

https://doi.org/10.5194/piahs-372-33-2015

© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.

Articles | Volume 372

12 Nov 2015

| 12 Nov 2015

Land subsidence caused by a single water extraction well and rapid water infiltration

I. Martinez-Noguez and R. Hinkelmann

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Views and downloads (calculated since 12 Nov 2015)

Month	HTML	PDF	XML	Total
Nov 2015	3	9	1	13
Dec 2015	3	22	0	25
Jan 2016	12	65	0	77
Feb 2016	10	32	0	42
Mar 2016	32	58	0	90
Apr 2016	7	43	0	50
May 2016	8	6	0	14
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Jan 2017	1	2	0	3
Feb 2017	2	0	2
Mar 2017	11	8	0	19
Apr 2017	10	6	0	16
May 2017	6	9	0	15
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Oct 2017	2	19	0	21
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Dec 2017	6	28	1	35
Jan 2018	6	17	3	26
Feb 2018	18	19	4	41
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May 2018	4	24	0	28
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Nov 2018	12	22	0	34
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Aug 2020	10	6	2	18
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May 2024	12	6	1	19
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Jan 2025	8	4	1	13
Feb 2025	17	2	2	21
Mar 2025	16	3	1	20
Apr 2025	19	10	0	29
May 2025	16	3	3	22
Jun 2025	27	4	1	32
Jul 2025	15	9	0	24
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Oct 2025	35	16	3	54
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Feb 2026	54	11	2	67
Mar 2026	31	10	4	45
Apr 2026	58	24	3	85
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Cumulative views and downloads (calculated since 12 Nov 2015)

Month	HTML	PDF	XML	Total
Nov 2015	3	9	1	13
Dec 2015	3	22	0	25
Jan 2016	12	65	0	77
Feb 2016	10	32	0	42
Mar 2016	32	58	0	90
Apr 2016	7	43	0	50
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Jun 2018	4	39	2	45
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Jun 2025	27	4	1	32
Jul 2025	15	9	0	24
Aug 2025	34	6	2	42
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Oct 2025	35	16	3	54
Nov 2025	38	19	3	60
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Jan 2026	39	6	4	49
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Mar 2026	31	10	4	45
Apr 2026	58	24	3	85
May 2026	28	7	6	41
Jun 2026	2	0	2

Latest update: 06 Jun 2026

Short summary

Land subsidence occurs due to different factors such as earth quakes, mining activities, and gas, oil and water withdrawal. This research presents a numerical study of the influence of land subsidence caused by a single water extraction well and rapid water infiltration into structural soil discontinuities. The numerical simulation of the infiltration was based on a two-phase flow-model for porous media, and for the deformation a Mohr-Coulomb model was used.