Articles | Volume 372
https://doi.org/10.5194/piahs-372-183-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/piahs-372-183-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Compaction parameter estimation using surface movement data in Southern Flevoland
TNO, Utrecht, the Netherlands
J. Gunnink
TNO, Utrecht, the Netherlands
G. de Lange
Deltares, Utrecht, the Netherlands
O. Leeuwenburgh
TNO, Utrecht, the Netherlands
E. F. van der Veer
TNO, Utrecht, the Netherlands
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The proper management of subsidence hazards requires a procedure to formulate thresholds and measurement & control loops. In this paper, we therefore propose a phased procedure of setting subsidence thresholds and control loops, intended for general use. The procedure is illustrated with three cases of mining projects from the Netherlands.
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We propose a novel approach combining data and model for shallow subsidence predictions in the Netherlands.
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Hydrocarbon extraction lead to compaction of the gas reservoir which is visible as subsidence on the surface. We have used surface height difference measurements to quantify compaction of the Groningen gas reservoir in the Netherlands. This procedure yielded areas of increased and decreased levels of compaction compared to the existing compaction model in agreement with observed discrepancies in porosity and aquifer activity.
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The proper management of subsidence hazards requires a procedure to formulate thresholds and measurement & control loops. In this paper, we therefore propose a phased procedure of setting subsidence thresholds and control loops, intended for general use. The procedure is illustrated with three cases of mining projects from the Netherlands.
Tirza M. van Daalen, Peter A. Fokker, Paul J. F. Bogaard, and Michiel J. van der Meulen
Proc. IAHS, 382, 821–823, https://doi.org/10.5194/piahs-382-821-2020, https://doi.org/10.5194/piahs-382-821-2020, 2020
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Subsidence forecasts can be improved by squeezing all possible information out of a variety of local data, ranging from geological data that bear information on subsidence potential to geodetic data which allow for subsidence monitoring. This paper will substantiate the value of subsidence information for governance in sensitive areas, using examples in the Netherlands. In particular, the potential role of a nation-wide, freely accessible repository for subsidence data will be highlighted.
Esther Stouthamer, Gilles Erkens, Kim Cohen, Dries Hegger, Peter Driessen, Hans Peter Weikard, Mariet Hefting, Ramon Hanssen, Peter Fokker, Jan van den Akker, Frank Groothuijse, and Marleen van Rijswick
Proc. IAHS, 382, 815–819, https://doi.org/10.5194/piahs-382-815-2020, https://doi.org/10.5194/piahs-382-815-2020, 2020
Short summary
Short summary
Ongoing subsidence is a complex problem for the Netherlands. Old strategies for coping have limits. In the Dutch National Scientific Research Program on Land Subsidence (2020–2025), we will develop an integrative approach to achieve feasible, legitimate and sustainable solutions for managing the negative societal effects of land subsidence, connecting fundamental research on subsidence processes to socio-economic impact of subsidence and to governance and legal framework design.
Thibault Candela, Kay Koster, Jan Stafleu, Wilfred Visser, and Peter Fokker
Proc. IAHS, 382, 427–431, https://doi.org/10.5194/piahs-382-427-2020, https://doi.org/10.5194/piahs-382-427-2020, 2020
Short summary
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We propose a novel approach combining data and model for shallow subsidence predictions in the Netherlands.
Peter A. Fokker and Gilles Erkens
Proc. IAHS, 382, 1–4, https://doi.org/10.5194/piahs-382-1-2020, https://doi.org/10.5194/piahs-382-1-2020, 2020
P. A. Fokker and K. Van Thienen-Visser
Proc. IAHS, 372, 375–378, https://doi.org/10.5194/piahs-372-375-2015, https://doi.org/10.5194/piahs-372-375-2015, 2015
Short summary
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Hydrocarbon extraction lead to compaction of the gas reservoir which is visible as subsidence on the surface. We have used surface height difference measurements to quantify compaction of the Groningen gas reservoir in the Netherlands. This procedure yielded areas of increased and decreased levels of compaction compared to the existing compaction model in agreement with observed discrepancies in porosity and aquifer activity.
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Proc. IAHS, 372, 189–198, https://doi.org/10.5194/piahs-372-189-2015, https://doi.org/10.5194/piahs-372-189-2015, 2015
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In many coastal and delta cities land subsidence now exceeds absolute sea level rise up to a factor of ten. The total worldwide damage of resulting increased floodrisk and structural damage to structures is estimated at billions of dollars annually. In this study a quick-assessment of subsidence is performed on mega-cities. Results of these case studies are presented and compared, and a (generic) approach how to deal with subsidence in current and future subsidence-prone areas is provided.
T. H. M. Bucx, C. J. M. van Ruiten, G. Erkens, and G. de Lange
Proc. IAHS, 372, 485–491, https://doi.org/10.5194/piahs-372-485-2015, https://doi.org/10.5194/piahs-372-485-2015, 2015
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In many delta cities land subsidence exceeds absolute sea level rise up to a factor of ten by excessive groundwater extraction related to rapid urbanization and population growth. An Integrated Assessment Framework (IAF) for subsidence is introduced, illustrated by several (delta) case studies. Based on that a list of 10 generic key issues and possible solutions is presented in order to further develop and support a (generic) approach how to deal with subsidence in subsidence-prone areas.
Cited articles
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Short summary
The Southern part of the Flevopolder has shown considerable subsidence since its reclamation in 1967. We have set up an integrated method to use subsidence data, water level data and forward models for compaction, oxidation and the resulting subsidence to estimate the driving parameters. We used two forward models: the Koppejan model and the Bjerrum model. In first instance, the Bjerrum model seems to perform better than the Koppejan model.
The Southern part of the Flevopolder has shown considerable subsidence since its reclamation in...