A simple stress-based cliff-calving law

dc.bibliographicCitation.firstPage2475eng
dc.bibliographicCitation.issue9eng
dc.bibliographicCitation.volume13eng
dc.contributor.authorSchlemm, T.
dc.contributor.authorLevermann, A.
dc.date.accessioned2020-07-13T11:01:20Z
dc.date.available2020-07-13T11:01:20Z
dc.date.issued2019
dc.description.abstractOver large coastal regions in Greenland and Antarctica the ice sheet calves directly into the ocean. In contrast to ice-shelf calving, an increase in calving from grounded glaciers contributes directly to sea-level rise. Ice cliffs with a glacier freeboard larger than <span classCombining double low line"inline-formula">≈100</span> m are currently not observed, but it has been shown that such ice cliffs are increasingly unstable with increasing ice thickness. This cliff calving can constitute a self-amplifying ice loss mechanism that may significantly alter sea-level projections both of Greenland and Antarctica. Here we seek to derive a minimalist stress-based parametrization for cliff calving from grounded glaciers whose freeboards exceed the <span classCombining double low line"inline-formula">100</span> m stability limit derived in previous studies. This will be an extension of existing calving laws for tidewater glaciers to higher ice cliffs.</p> <p>To this end we compute the stress field for a glacier with a simplified two-dimensional geometry from the two-dimensional Stokes equation. First we assume a constant yield stress to derive the failure region at the glacier front from the stress field within the glacier. Secondly, we assume a constant response time of ice failure due to exceedance of the yield stress. With this strongly constraining but very simple set of assumptions we propose a cliff-calving law where the calving rate follows a power-law dependence on the freeboard of the ice with exponents between 2 and 3, depending on the relative water depth at the calving front. The critical freeboard below which the ice front is stable decreases with increasing relative water depth of the calving front. For a dry water front it is, for example, <span classCombining double low line"inline-formula">75</span> m. The purpose of this study is not to provide a comprehensive calving law but to derive a particularly simple equation with a transparent and minimalist set of assumptions.eng
dc.description.sponsorshipLeibniz_Fondseng
dc.description.versionpublishedVersioneng
dc.identifier.urihttps://oa.tib.eu/renate/handle/123456789/4907
dc.identifier.urihttps://doi.org/10.34657/3536
dc.language.isoengeng
dc.publisherGöttingen : Copernicus GmbHeng
dc.relation.doihttps://doi.org/10.5194/tc-13-2475-2019
dc.relation.ispartofseriesCryosphere 13 (2019), Nr. 9eng
dc.relation.issn1994-0416
dc.rights.licenseCC BY 4.0 Unportedeng
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/eng
dc.subjectcliffeng
dc.subjectgeometryeng
dc.subjectglacier dynamicseng
dc.subjectice sheeteng
dc.subjectice shelfeng
dc.subjectice thicknesseng
dc.subjecticeberg calvingeng
dc.subjectsea level changeeng
dc.subjectstress fieldeng
dc.subjectwater deptheng
dc.subjectAntarcticaeng
dc.subjectArcticeng
dc.subjectGreenlandeng
dc.subject.ddc550eng
dc.titleA simple stress-based cliff-calving laweng
dc.typearticleeng
dc.typeTexteng
dcterms.bibliographicCitation.journalTitleCryosphereeng
tib.accessRightsopenAccesseng
wgl.contributorPIKeng
wgl.subjectUmweltwissenschafteneng
wgl.typeZeitschriftenartikeleng
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