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https://hdl.handle.net/11681/7225
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DC Field | Value | Language |
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dc.contributor.author | Cerco, C. F. | en_US |
dc.creator | Environmental Laboratory (U.S.) | en_US |
dc.creator | Dredging Operations and Environmental Research Program (U.S.) | en_US |
dc.date.accessioned | 2016-03-28T14:35:38Z | en_US |
dc.date.available | 2016-03-28T14:35:38Z | en_US |
dc.date.issued | 2012-08 | en_US |
dc.identifier.govdoc | ERDC/EL TR-12-17 | en_US |
dc.identifier.uri | http://hdl.handle.net/11681/7225 | en_US |
dc.description | Technical Report | en_US |
dc.description.abstract | This 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.sponsorship | Dredging Operations and Environmental Research Program (U.S.) | en_US |
dc.description.tableofcontents | Figures 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 Page | en_US |
dc.format.extent | 47 pages/3.308 Mb | en_US |
dc.format.medium | en_US | |
dc.language.iso | en_US | en_US |
dc.publisher | Engineer Research and Development Center (U.S.) | en_US |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1008361 | en_US |
dc.relation.ispartofseries | Technical Report (Engineer Research and Development Center (U.S.)) ; no. ERDC/EL TR-12-17 | en_US |
dc.rights | Approved for public release; distribution is unlimited | en_US |
dc.source | This Digital Resource was created in Microsoft Word and Adobe Acrobat | en_US |
dc.subject | Contaminant transport and fate | en_US |
dc.subject | ICM water quality model | en_US |
dc.subject | Lake George (Fla.) | en_US |
dc.subject | SEDZLJ sediment transport model | en_US |
dc.subject | Sediment erosion and deposition | en_US |
dc.subject | Sediment transport | en_US |
dc.subject | Dredging Operations and Environmental Research Program (U.S.) | en_US |
dc.title | Combining the ICM eutrophication model with the SEDZLJ sediment transport model | en_US |
dc.type | Report | en_US |
Appears in Collections: | Technical Report Technical Report |
Files in This Item:
File | Description | Size | Format | |
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ERDC-EL TR-12-17.pdf | ERDC/EL TR-12-17 | 3.39 MB | Adobe PDF | View/Open |