Alternative Computation of Dean’s Overfill RatioSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002Author:Kevin R. Bodge
DOI: 10.1061/(ASCE)0733-950X(2006)132:2(133)Publisher: American Society of Civil Engineers
Abstract: An alternative graphical expression is presented for the computation of overfill ratio using the Dean method. The expression yields the same numeric results as the original Dean curves, but allows simple computation of the overfill ratio from a single curve for an unlimited range of sediment cases. The physical significance of results yielded from the Dean method is contrasted with those from the James-Krumbein method. A convenient numeric means to directly translate between phi and millimeter grain sizes is additionally noted.
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| contributor author | Kevin R. Bodge | |
| date accessioned | 2017-05-08T21:10:39Z | |
| date available | 2017-05-08T21:10:39Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-950x%282006%29132%3A2%28133%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41603 | |
| description abstract | An alternative graphical expression is presented for the computation of overfill ratio using the Dean method. The expression yields the same numeric results as the original Dean curves, but allows simple computation of the overfill ratio from a single curve for an unlimited range of sediment cases. The physical significance of results yielded from the Dean method is contrasted with those from the James-Krumbein method. A convenient numeric means to directly translate between phi and millimeter grain sizes is additionally noted. | |
| publisher | American Society of Civil Engineers | |
| title | Alternative Computation of Dean’s Overfill Ratio | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 2 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2006)132:2(133) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002 | |
| contenttype | Fulltext |