| contributor author | Rolf Deigaard | |
| date accessioned | 2017-05-08T20:45:30Z | |
| date available | 2017-05-08T20:45:30Z | |
| date copyright | June 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9429%282006%29132%3A6%28620%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26128 | |
| description abstract | The cyclic behavior of breaking antidunes (growth, breaking of surface wave, obliteration) is investigated by use of a numerical model. The model includes the transition between supercritical and transcritical flow. As the antidune grows the flow becomes transcritical and a hydraulic jump is formed upstream of the antidune crest. The relation between growth of the antidune and supercritical flow and between decay and transcritical flow is shown, and the significance of hysteresis in the flow conditions is investigated. | |
| publisher | American Society of Civil Engineers | |
| title | Breaking Antidunes: Cyclic Behavior due to Hysteresis | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2006)132:6(620) | |
| tree | Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 006 | |
| contenttype | Fulltext | |
