Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2606
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dc.contributor.authorGatto, Lawrence W.-
dc.contributor.authorFerrick, M. G.-
dc.contributor.authorWhite, Kathleen D.-
dc.date.accessioned2016-03-14T17:44:16Z-
dc.date.available2016-03-14T17:44:16Z-
dc.date.issued2004-04-
dc.identifier.govdocERDC/CRREL TN-04-2-
dc.identifier.urihttp://hdl.handle.net/11681/2606-
dc.descriptionTechnical Note-
dc.description.abstractSoil freeze–thaw (FT) processes directly affect soil erodibility and bank-failure susceptibility (Fig. 1) (Gatto et al. 2001, Simon et al. 2000) and thus have substantial impact on shoreline or bank evolution, system-wide sediment management, reservoir infilling, levee stability, and sediment-bound contaminant transport within watersheds. This technical note outlines how FT cycling affects overland soil erosion and bank failure. In so doing, it alerts Corps planners, designers, O&M personnel, and water-resources modelers to the importance of knowing the magnitude of these effects on sediment detachment, failure, and transport in such cold-climate, navigable systems as the Mississippi, Illinois, Ohio, Missouri, Susquehanna, Delaware, Columbia, and Sacramento Rivers, and the Great Lakes and their connecting channels.-
dc.format.extent5 pages/264.1 Kb-
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1001539-
dc.relation.ispartofseriesERDC/CRREL ; TN-04-2-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat.-
dc.subjectSoil erosion-
dc.subjectFrozen ground-
dc.titleCold regions engineering : inclusion of freeze-thaw induced soil and bank erosion in CoE planning, engineering, o&m, and model development-
dc.typeREPORT-
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