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Daniel Shapero

Research Scientist/Engineer - Senior

Email

shapero@apl.washington.edu

Phone

206-543-1348

Department Affiliation

Polar Science Center

Education

B.S. Applied Mathematics, McGill University (Montreal, QC, Canada), 2010

Ph.D. Applied Mathematics, University of Washington - Seattle, 2017

Publications

2000-present and while at APL-UW

Effect of the flow-law exponent on ice-stream sensitivity to melt

Lilien, D.A., M. Ranganathan, and D.R. Shapero, "Effect of the flow-law exponent on ice-stream sensitivity to melt," J. Geophys. Res., 131, doi:10.1029/2025JF008726, 2026.

More Info

25 Mar 2026

The flow-law exponent, n, defines the relationship between stress and strain rate in ice. Growing evidence suggests that n ranges from 1 to 4 rather than taking the single, commonly used value of 3. Larger n implies that ice-flow speeds are more sensitive to changes in stress. However, volume change is not necessarily proportional to ice-flow speed, so the sensitivity of ice loss to n may vary. Flow laws also include a prefactor calibrated for each n, further complicating how n affects glacier behavior. We use idealized experiments to show how the model response to an increase in melt varies depending on n, the method used to initialize the flow-law prefactor, and the sliding law, another key control on glacier velocity. We find that when models that differ in n alone are subjected to increasing melt, an idealized land-terminating glacier on a prograde bed loses less mass with larger n, whereas an idealized marine-terminating glacier on a retrograde bed loses less mass with smaller n. This suggests two categories of glaciers: mass-balance-controlled, for which larger n causes less volume loss, and dynamically controlled, for which larger n causes more volume loss. For both categories, reasonable values of n can cause the mass loss of a glacier in response to changes in melt to vary by ±100% depending on whether the prefactor depends on temperature or whether it varies spatially so simulations initially match. Further calibration of the prefactor for n ≠ 3 is thus key to understanding how n affects projections of ice-sheet behavior.

Ice shelf evolution combining flow, flexure, and fracture

Bézu, C., B.P. Lipovsky, D.R. Shapero, and A.F. Banwell, "Ice shelf evolution combining flow, flexure, and fracture," J. Glaciol., 71, doi:10.1017/jog.2025.10089, 2025.

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23 Sep 2025

Ice shelves regulate ice sheet dynamics, with their stability influenced by horizontal flow and vertical flexure. MacAyeal and others (2021) developed the theoretical foundation for a coupled flow-flexure model (the "M21 model"), combining the Shallow Shelf Approximation with thin-beam flexure, providing a computationally efficient tool for studying phenomena like ice shelf rumpling and lake drainage. However, the M21 model relies on proprietary software, is unstable under compressive flow conditions, and does not incorporate fracture processes critical for capturing ice-shelf damage evolution. We present an open-source version of the M21 model addressing these limitations. Using the free Python libraries Firedrake and icepack, we introduce a plastic failure mechanism, effectively limiting bending stresses and thereby stabilizing the model. This enhancement expands the viscous M21 model into a viscoplastic flow-flexure-fracture (3F) framework. We validate the 3F model through test cases replicating key ice shelf phenomena, including marginal rumpling and periodic surface meltwater drainage. By offering this tool as open-source software, we aim to enable broader adoption, with the ultimate aim of representing surface meltwater induced flow-flexure-fracture processes in large-scale ice sheet models.

Numerical simulation of glacier terminus evolution using the dual action principle for momentum balance

Shapero, D.R., and G.G. de Diego, "Numerical simulation of glacier terminus evolution using the dual action principle for momentum balance," J. Glaciol., 71, doi:10.1017/jog.2024.92, 2024.

More Info

18 Nov 2024

The momentum conservation equation for glacier flow can be described through minimization of an action functional. Several software packages for glacier flow modeling use this action principle in the design of numerical solution procedures. We derive here an equivalent dual action principle for the shallow stream approximation and implement this model using the finite element method. The key feature of the dual action is that the flow law and friction law are both inverted, which changes the character of the non-linearities. This altered character makes it possible to implement numerical solvers for the dual form that work even when the ice thickness or strain rate are exactly equal to zero. Solvers for the primal form typically fail on such input data and require regularization of the problem. This robustness makes it possible to implement iceberg calving in a simple way: the modeler sets the ice thickness to zero in the desired area. We provide several demonstrations and a reference implementation.

More Publications

Acoustics Air-Sea Interaction & Remote Sensing Center for Industrial & Medical Ultrasound Electronic & Photonic Systems Environmental & Information Systems Ocean Engineering Ocean Physics Polar Science Center
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