Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/7225
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dc.contributor.authorCerco, C. F.en_US
dc.creatorEnvironmental Laboratory (U.S.)en_US
dc.creatorDredging Operations and Environmental Research Program (U.S.)en_US
dc.date.accessioned2016-03-28T14:35:38Zen_US
dc.date.available2016-03-28T14:35:38Zen_US
dc.date.issued2012-08en_US
dc.identifier.govdocERDC/EL TR-12-17en_US
dc.identifier.urihttp://hdl.handle.net/11681/7225en_US
dc.descriptionTechnical Reporten_US
dc.description.abstractThis report describes the formulation of the SEDZLJ sediment transport model, coupling of the model with the ICM eutrophication model, validation of the combined codes on a simplified grid, and application of the combined codes to a prototype system. The code validation tests indicate the codes are correctly coupled. The combined codes meet specified performance criteria including: 1. Mass conservation in water and bed. 2. Limited sensitivity to variations in model time-step. 3. Settling of new ICM state variables through model water column agrees with settling of original ICM state variables. 4. Transport of new ICM state variables agrees with transport of original ICM state variables. 5. Sediment bed will armor. 6. Bed erodes away smoothly. 7. Model behaves reasonably for accumulation in the bed with no erosion. Additional evaluation and testing were performed through application of the combined models to a prototype system: Lake George, Florida. The codes perform reasonably through a three-year simulation. The tests indicate, however, that realistic application of SEDZLJ requires an extensive set of field and laboratory observations.en_US
dc.description.sponsorshipDredging Operations and Environmental Research Program (U.S.)en_US
dc.description.tableofcontentsFigures and Tables ........................................................................... iv  Preface ....................................................................................................... vi  1 Introduction ................................................................................................. 1  2 Coupling SEDZLJ to ICM ............................................................................ 2  State variables .............................................................................................. 2  Conservation of mass equation .................................................................... 2  Foundation ..................................................................................................... 2  Deposition and erosion .................................................................................. 4  3 Basic Performance Tests ............................................................................ 6  Mass conservation ................................................................................... 6  Model time-step ........................................................................................... 7  Settling velocity .................................................................................... 7  Transport .................................................................................................... 10  Bed armoring ............................................................................................... 10  Continuous erosion ..................................................................................... 14  Continuous deposition ................................................................................. 14  4 Application to Prototype System ............................................................... 16  Lake George, Florida ............................................................................... 16  Previous Lake George application ............................................................... 19  Resuspension of organic carbon............................................................ 21  Parameter set ................................................................................. 22  SEDZLJ application to Lake George .................................................. 23  Settling velocities ...................................................................................... 24  Bed composition .......................................................................................... 24  Critical shear stress .................................................................................... 25  Erosion rate ................................................................................................ 26  Results ......................................................................................................... 26  Time series comparisons ......................................................................... 26  Solids budgets ............................................................................................ 29  Negative sand .............................................................................................. 34  Statistical summary .................................................................................. 34  5 Summary and Conclusions ................................................................... 36  References .............................................................................. 38 Report Documentation Pageen_US
dc.format.extent47 pages/3.308 Mben_US
dc.format.mediumPDFen_US
dc.language.isoen_USen_US
dc.publisherEngineer Research and Development Center (U.S.)en_US
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1008361en_US
dc.relation.ispartofseriesTechnical Report (Engineer Research and Development Center (U.S.)) ; no. ERDC/EL TR-12-17en_US
dc.rightsApproved for public release; distribution is unlimiteden_US
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobaten_US
dc.subjectContaminant transport and fateen_US
dc.subjectICM water quality modelen_US
dc.subjectLake George (Fla.)en_US
dc.subjectSEDZLJ sediment transport modelen_US
dc.subjectSediment erosion and depositionen_US
dc.subjectSediment transporten_US
dc.subjectDredging Operations and Environmental Research Program (U.S.)en_US
dc.titleCombining the ICM eutrophication model with the SEDZLJ sediment transport modelen_US
dc.typeReporten_US
Appears in Collections:Technical Report
Technical Report

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