2016
DOI: 10.5194/gmd-9-997-2016
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Open-source modular solutions for flexural isostasy: gFlex v1.0

Abstract: Abstract. Isostasy is one of the oldest and most widely applied concepts in the geosciences, but the geoscientific community lacks a coherent, easy-to-use tool to simulate flexure of a realistic (i.e., laterally heterogeneous) lithosphere under an arbitrary set of surface loads. Such a model is needed for studies of mountain building, sedimentary basin formation, glaciation, sea-level change, and other tectonic, geodynamic, and surface processes. Here I present gFlex (for GNU flexure), an open-source model tha… Show more

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Cited by 50 publications
(41 citation statements)
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“…To further test this hypothesis we performed flexural basin modelling (e.g. Wickert, 2015) using our stratigraphic information and assuming a 60-km-wide mountain range with~2.0 km of elevation above the surrounding basins (e.g. the proto Takab Range Complex; Appendix S5).…”
Section: Geometry Of the Northern Great Pari Basinmentioning
confidence: 99%
“…To further test this hypothesis we performed flexural basin modelling (e.g. Wickert, 2015) using our stratigraphic information and assuming a 60-km-wide mountain range with~2.0 km of elevation above the surrounding basins (e.g. the proto Takab Range Complex; Appendix S5).…”
Section: Geometry Of the Northern Great Pari Basinmentioning
confidence: 99%
“…We removed the offshore late Pliocene-Quaternary deposits and filled in onshore valleys and fjords using our erosion estimates from geophysical relief. We calculated flexural isostatic adjustments from these load changes using the open-source gFlex version 1.0 model (Wickert, 2016). We adopted a Young's modulus of 70 GPa, Pois-son ratio of 0.25, and densities of 1029 kg/m 3 , 2300 kg/m 3 , 2670 kg/m 3 , and 3300 kg/m 3 for water, sediment, eroded bedrock, and mantle, respectively.…”
Section: Methodsmentioning
confidence: 99%
“…Writing effective unit tests that ensure Landlab components reliably solve their equations under a variety of initial and boundary conditions is not a trivial task. When a set of equations that a component solves have an analytical solution then the numerics of a component can be verified based on the ability to reproduce such a relationship (e.g., stream power erosion produces a known slope-area relationship, Willgoose et al, 1991). When such analytical predictions do not exist-as is often the case-a more detailed analysis of the equations must be performed in order to create a full verification test.…”
Section: Value Of Testingmentioning
confidence: 99%