| contributor author | Mohamed F. M. Yossef | |
| contributor author | Huib J. de Vriend | |
| date accessioned | 2017-05-08T21:50:50Z | |
| date available | 2017-05-08T21:50:50Z | |
| date copyright | September 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000249.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64056 | |
| description abstract | Experiments have been carried out in a mobile-bed laboratory flume in order to study the sediment exchange process between the main channel and the groyne fields. The flume represented half the width of a schematized river reach with a series of groynes. The experiment was designed to represent typical dimensions of the Dutch River Waal at a geometrical scale of 1:100. The conditions were set to guarantee bed load as well as suspended load sediment transport. Conditions with submerged and emerged groynes were investigated. In addition to traditional measurements, viz., bed-level changes, suspended sediment concentrations, and flow velocities, bed-form propagation was measured in two dimensions using a the particle image velocimetry technique. The results were analyzed with focus on sediment exchange mechanisms and sediment transport patterns. The results demonstrate that under all flow conditions there is a net import of sediment into the groyne fields. The prevailing transport mechanisms vary with the flow stage: if the groynes are emerged it is mainly advection by the primary circulation cell, whereas if the groynes are submerged it is rather residual advection by large-scale coherent flow structures (in a straight reach). Additional entrainment of sediment by enhanced turbulence complicates the erosion/deposition patterns. | |
| publisher | American Society of Civil Engineers | |
| title | Sediment Exchange between a River and Its Groyne Fields: Mobile-Bed Experiment | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000226 | |
| tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 009 | |
| contenttype | Fulltext | |