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dc.contributor.advisorNelson, Peter A.
dc.contributor.authorBrew, Andrew K.
dc.contributor.committeememberBledsoe, Brian P.
dc.contributor.committeememberWohl, Ellen E.
dc.date.accessioned2007-01-03T06:37:10Z
dc.date.available2007-01-03T06:37:10Z
dc.date.issued2014
dc.description2014 Summer.
dc.descriptionIncludes bibliographical references.
dc.description.abstractMany gravel-bed rivers feature quasi-regular alternations of shallow and deep areas known as riffle-pool sequences, which in straight reaches are often forced by variations in channel width. The mechanisms responsible for the formation and maintenance of riffle- pool sequences are still poorly understood. There is also much uncertainty in the basic understanding of how fluvial systems respond and readjust to large sediment fluxes through time (i.e. dam removal). Here we present physical experiments, numerical modeling, and field observations aimed at improving our understanding of how downstream variations in channel width affect bed morphology and influence riffle-pool development, and how these features respond to changes in sediment supply. A two-dimensional morphodynamic model, Nays2D, has been used to explore interactions between the flow field, the sediment transport field, and the bed morphology for a channel with sinusoidal variations in width. Model predictions suggest that riffles form in wide sections of the channel while pools develop in channel constrictions, and these model results have been used to guide mobile-bed experiments we have conducted in a 21-cm wide, 9-m long flume. Artificial walls imposing a sinusoidal width variation have been installed in the flume, and during the experiments it is supplied with a constant water discharge and a sediment mixture of coarse sand and fine gravel. After riffles and pools developed under these equilibrium conditions, the sediment supply is increased during two experimental designs that simulate characteristics of a dam removal. The first experiment examined increasing sediment supply to an original equilibrium rate after a period of starvation. The second introduces a well sorted sediment pulse that was four times greater than the equilibrium feed rate. This pulse of sediment evolved primarily through dispersion, rather than translation. These physical and numerical experiments are complemented by observations from a natural experiment on the Elwha River in Washington State, where the largest dam-removal project in history is providing riffle-pool sequences with greatly increased sediment supply. Analysis of aerial imagery and repeat bathymetric measurements indicate that prior to dam removal, pools on the Elwha were co-located with local decreases in bankfull width. During dam removal, a pulse of sediment temporarily filled in the pools and increased the overall sediment transport capacity of the river, but eventually most of the pools reemerged at their prior location, suggesting that width imposes an important local control on bed morphology and riffle-pool dynamics.
dc.format.mediumborn digital
dc.format.mediummasters theses
dc.identifierBrew_colostate_0053N_12606.pdf
dc.identifier.urihttp://hdl.handle.net/10217/83904
dc.languageEnglish
dc.publisherColorado State University. Libraries
dc.relation.ispartof2000-2019 - CSU Theses and Dissertations
dc.rightsCopyright of the original work is retained by the author.
dc.subjectdam removal
dc.subjectsediment pulse dynamics
dc.subjectriffle
dc.subjectpool
dc.subjectmorphodynamics
dc.titleAnalysis of variations in channel width and sediment supply on riffle-pool dynamics, before and after dam removal
dc.typeText
dcterms.rights.dplaThe copyright and related rights status of this item has not been evaluated (https://rightsstatements.org/vocab/CNE/1.0/). Please refer to the organization that has made the Item available for more information.
thesis.degree.disciplineCivil and Environmental Engineering
thesis.degree.grantorColorado State University
thesis.degree.levelMasters
thesis.degree.nameMaster of Science (M.S.)


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