Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/36333
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dc.contributor.authorEchevarria-Doyle, Waleska.-
dc.contributor.authorBiedenharn, David S.-
dc.contributor.authorLittle, Charles D., 1946--
dc.date.accessioned2020-04-23T12:47:15Z-
dc.date.available2020-04-23T12:47:15Z-
dc.date.issued2020-04-
dc.identifier.govdocMRG&P Report No. 32-
dc.identifier.urihttps://hdl.handle.net/11681/36333-
dc.identifier.urihttp://dx.doi.org/10.21079/11681/36333-
dc.descriptionMRG&P Report-
dc.description.abstractThis report integrates information from previous geomorphic studies coupled with new analysis to provide a comprehensive geomorphic characterization of the Lake Providence (River Mile [RM] 487.2 Above Head of Passes [AHP]) to Old River Control Complex, (RM 317 AHP) reach from the early-1800s to present. Individual components of this study included the following: historical geomorphic studies, development of an events timeline, specific gage records, stage and flow duration trends, trends in water surface slopes, bed material studies, suspended sediment data, channel geometry data, and effects of channel improvement features (cutoffs, dike, revetment, and dredging). These individual assessments were consolidated to develop an overall assessment of how the study reach has evolved since the early-1800s.en_US
dc.description.sponsorshipMississippi River Geomorphology and Potamology Program (U.S.)en_US
dc.description.tableofcontentsAbstract ................................ ................................ ................................ ................................ ................... ii Figures and Tables ................................ ................................ ................................ ................................ . iv Preface ................................ ................................ ................................ ................................ .................... vi 1 IIntroduction ................................ ................................ ................................ ................................ ..... 1 1.1 1.1 Background ................................ ................................ ................................ .................... 1 1.2 1.2 Objective ................................ ................................ ................................ ........................ 1 1.3 1.3 Approach ................................ ................................ ................................ ........................ 2 2 Geomorphic Changes Early-1800s to Present................................ ................................ ............ 3 2.1 2.1 Event timeline ................................ ................................ ................................ ................ 3 2.2 Pre -cutoff Period (early-1800s to 1929) ................................ ................................ ...... 4 2.2.1 Early-1800s to 1880s ................................................................................................. 4 2.2.2 Late-1880s to 1929 ................................................................................................... 8 2.3 Cutoff Period (1929 – 1942) ................................ ................................ ...................... 12 2.4 Post-cutoff Period (1943 – Present) ................................ ................................ .......... 14 2.4.1 Channel improvements (revetments, dikes, and dredging) .................................... 15 2.4.2 Flow regime in the Post-cutoff Period ...................................................................... 18 2.4.3 Specific gage records ............................................................................................... 19 2.4.4 Water surface slope trends ...................................................................................... 23 2.4.5 Stage duration changes............................................................................................ 31 2.4.6 Bed material characteristics .................................................................................... 40 2.4.7 Channel geometry trends ......................................................................................... 55 2.4.8 Suspended sediment trends .................................................................................... 57 3 Summary ................................ ................................ ................................ ................................ ....... 59 3.1 3.1 Pre -cutoff Period (early 1800s to 1929) ................................ ................................ .... 59 3.2 Cutoff Period (1929–1942) ................................ ................................ ........................ 60 3.3 Post-cutoff Period (1943 to Present) ................................ ................................ ......... 61 3.3.1 Channel improvements features .............................................................................. 61 3.3.2 Channel stability ........................................................................................................ 61 3.3.3 Bed material trends .................................................................................................. 62 3.3.4 Sediment load trends ............................................................................................... 63 4 Recommendations ................................ ................................ ................................ ....................... 64 References ................................ ................................ ................................ ................................ ............ 68 Unit Conversion Factors ................................ ................................ ................................ ...................... 70 Acronyms and Abbreviations ................................ ................................ ................................ .............. 71 Report Documentation Page-
dc.format.extent80 pages / 4.57 MB-
dc.format.mediumPDF/A-
dc.language.isoen_USen_US
dc.publisherUnited States. Army. Corps of Engineers. Mississippi Valley Division.en_US
dc.publisherUnited States. Mississippi River Commission.-
dc.publisherCoastal and Hydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesMRG&P Report (Mississippi River Geomorphology and Potamology Program (U.S.)) ; no. MRG&P Report No. 32-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat-
dc.subjectLake Providence (La.)—Geomorphologyen_US
dc.subjectMississippi River—Alluvial plainen_US
dc.subjectRiver channelsen_US
dc.subjectMississippi Riveren_US
dc.titleLake Providence to Old River geomorphology assessmenten_US
dc.typeReporten_US
Appears in Collections:MRG&P Report

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