The comparative sediment processes in channel and overbank
| dc.contributor.advisor | Laursen, Emmett M. | en_US |
| dc.contributor.advisor | Petersen, Margaret S. | en_US |
| dc.contributor.author | Jung, Kwansue, 1959- | |
| dc.creator | Jung, Kwansue, 1959- | en_US |
| dc.date.accessioned | 2013-03-28T10:32:42Z | |
| dc.date.available | 2013-03-28T10:32:42Z | |
| dc.date.issued | 1989 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10150/277205 | |
| dc.description.abstract | The question posed in this study is why alluvial soil on a floodplain is finer than the bed material of the river that supplied the sediments deposited to form the floodplain. A schematic, simplified river/floodplain system is used in an approximate analysis to find the size distribution of the floodplain soil. It is assumed that the stable limiting condition is a suspended load in the floodplain flow of the same concentration and composition as the sediment load in that portion of the river channel flow above the level of the floodplain. It was found that floodplain soil should be finer than the channel bed material; how much finer depending on the bank height, and to a lesser degree the width of the floodplain. | |
| dc.language.iso | en_US | en_US |
| dc.publisher | The University of Arizona. | en_US |
| dc.rights | Copyright © 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_US |
| dc.subject | Sedimentation and deposition. | en_US |
| dc.subject | Particles. | en_US |
| dc.subject | Floodplains. | en_US |
| dc.subject | River channels. | en_US |
| dc.title | The comparative sediment processes in channel and overbank | en_US |
| dc.type | text | en_US |
| dc.type | Thesis-Reproduction (electronic) | en_US |
| dc.identifier.oclc | 23665877 | en_US |
| thesis.degree.grantor | University of Arizona | en_US |
| thesis.degree.level | masters | en_US |
| dc.identifier.proquest | 1339211 | en_US |
| thesis.degree.discipline | Graduate College | en_US |
| thesis.degree.discipline | Civil Engineering and Engineering Mechanics | en_US |
| thesis.degree.name | M.S. | en_US |
| dc.identifier.bibrecord | .b17655754 | en_US |
| refterms.dateFOA | 2018-09-04T04:23:23Z | |
| html.description.abstract | The question posed in this study is why alluvial soil on a floodplain is finer than the bed material of the river that supplied the sediments deposited to form the floodplain. A schematic, simplified river/floodplain system is used in an approximate analysis to find the size distribution of the floodplain soil. It is assumed that the stable limiting condition is a suspended load in the floodplain flow of the same concentration and composition as the sediment load in that portion of the river channel flow above the level of the floodplain. It was found that floodplain soil should be finer than the channel bed material; how much finer depending on the bank height, and to a lesser degree the width of the floodplain. |
