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dc.contributor.advisorInce, Simonen
dc.contributor.authorMarlow, Jonathan Edward
dc.creatorMarlow, Jonathan Edwarden
dc.date.accessioned2018-02-26T19:27:51Z
dc.date.available2018-02-26T19:27:51Z
dc.date.issued1995
dc.identifier.urihttp://hdl.handle.net/10150/626816
dc.description.abstractAn unsteady discharge wave routing model for the Colorado River through Grand Canyon was modified to include variability in channel geometric and hydraulic properties. First, a classification scheme was devised to facilitate division of the riparian corridor into eight subreaches of geomorphic similarity. Channel variability was characterized by averaging geometric and hydraulic properties over the length of each subreach. The subreaches were then treated as separate modules through which three different discharge patterns were routed and model results compared with results from the unmodified model relative to United States Geological Survey stream gaging station records. The new model exhibited some increased accuracy in the timing and magnitude of discharge waves as well as wave shape. Model results were also found to be particularly sensitive to the friction co efficient used--a variable parameter designed to incorporate the effects of channel variabil ity on the flow. Results also show that a more detailed understanding and characterization of the friction coefficient used within the model would lead to greater overall improve ments in discharge predictions at particular points. The results of this study should serve as well to assist researchers pursuing similar studies in planning the types and amounts of field data to be collected, in order to optimize available research funding.
dc.language.isoen_USen
dc.publisherThe University of Arizona.en
dc.rightsCopyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author.en
dc.titleThe inclusion of channel variability in flow routing: an assessment of model performance for the Colorado River through Grand Canyonen_US
dc.typetexten
dc.typeThesis-Reproduction (electronic)en
thesis.degree.grantorUniversity of Arizonaen
thesis.degree.levelmastersen
dc.contributor.committeememberInce, Simonen
thesis.degree.disciplineGraduate Collegeen
thesis.degree.disciplineHydrology and Water Resourcesen
thesis.degree.nameM.S.en
dc.description.noteDigitized from paper copies provided by the Department of Hydrology & Atmospheric Sciences.en
refterms.dateFOA2018-09-12T02:09:07Z
html.description.abstractAn unsteady discharge wave routing model for the Colorado River through Grand Canyon was modified to include variability in channel geometric and hydraulic properties. First, a classification scheme was devised to facilitate division of the riparian corridor into eight subreaches of geomorphic similarity. Channel variability was characterized by averaging geometric and hydraulic properties over the length of each subreach. The subreaches were then treated as separate modules through which three different discharge patterns were routed and model results compared with results from the unmodified model relative to United States Geological Survey stream gaging station records. The new model exhibited some increased accuracy in the timing and magnitude of discharge waves as well as wave shape. Model results were also found to be particularly sensitive to the friction co efficient used--a variable parameter designed to incorporate the effects of channel variabil ity on the flow. Results also show that a more detailed understanding and characterization of the friction coefficient used within the model would lead to greater overall improve ments in discharge predictions at particular points. The results of this study should serve as well to assist researchers pursuing similar studies in planning the types and amounts of field data to be collected, in order to optimize available research funding.


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