Articles | Volume 382
https://doi.org/10.5194/piahs-382-57-2020
https://doi.org/10.5194/piahs-382-57-2020
Pre-conference publication
 | 
22 Apr 2020
Pre-conference publication |  | 22 Apr 2020

Determination of amount of land subsidence based on INSAR and LiDAR monitoring for a dike strengthening project

Michel de Koning, Jacco K. Haasnoot, Rob R. van Buuren, Marco Weijland, and Cor Bisschop

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Using InSAR settlement data in a levee strengthening project for building settlement risk assessment
Rob R. van Buuren, Jacco K. Haasnoot, Michel de Koning, Marco Weijland, and Hans J. W. van Zanten
Proc. IAHS, 382, 697–702, https://doi.org/10.5194/piahs-382-697-2020,https://doi.org/10.5194/piahs-382-697-2020, 2020
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Cited articles

AHN: available at: https://www.ahn.nl, last access: 14 June 2019. 
IB KIJK: memo Autonome Bodemdaling dijk, 17 August 2017 (in Dutch). 
Ministerie van Infrastructuur en Milieu (MIM): Schematiseringshandleiding macrostabiliteit, WBI2017, version 2.1, 2017 (in Dutch). 
Open data van de Overheid: available at: https://data.overheid.nl/dataverzoeken/vliegdata-ahn2-en-ahn3, last access: 16 June 2019 (in Dutch). 
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Short summary
For the dike strengthening project KIJK a study has been undertaken to optimize the amount of subsidence. Based on archive information originally a subsidence rate of 11 mm/year is used in the design calculations. This means that for a 50-year period an additional 0.55 m must be considered which does not comply with the macro-stability problems of the dike. Based on INSAR and LiDAR measurement data and reanalysing the archive data, the rate of subsidence is determined at an average of 8 mm/year.