Settling of Fine Sediment in a Channel with Emergent VegetationSource: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 008Author:A. H. Elliott
DOI: 10.1061/(ASCE)0733-9429(2000)126:8(570)Publisher: American Society of Civil Engineers
Abstract: The potential for enhanced removal of sediment from flowing water in a channel by means of settling on vegetation was studied theoretically and experimentally. Settling on vegetation was modeled as a distributed sink of sediment with vegetation spread throughout depth and length of the channel. Sediment-capture experiments were performed in a laboratory channel using model vegetation and well-sorted silt. The theory predicts that settling on vegetation has the potential to increase sediment-capture efficiency considerably, and this was demonstrated in the experiments. The enhancement of sediment removal was greater for artificial vines than for inclined strips. For the runs with flow velocities >10 mm/s the sedimentation efficiency was less than predicted. The reduced efficiency could be related to bed destabilization (which was observed in some runs), re-entrainment from the vegetation, or sediment sliding off the vegetation.
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| contributor author | A. H. Elliott | |
| date accessioned | 2017-05-08T20:43:52Z | |
| date available | 2017-05-08T20:43:52Z | |
| date copyright | August 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9429%282000%29126%3A8%28570%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25072 | |
| description abstract | The potential for enhanced removal of sediment from flowing water in a channel by means of settling on vegetation was studied theoretically and experimentally. Settling on vegetation was modeled as a distributed sink of sediment with vegetation spread throughout depth and length of the channel. Sediment-capture experiments were performed in a laboratory channel using model vegetation and well-sorted silt. The theory predicts that settling on vegetation has the potential to increase sediment-capture efficiency considerably, and this was demonstrated in the experiments. The enhancement of sediment removal was greater for artificial vines than for inclined strips. For the runs with flow velocities >10 mm/s the sedimentation efficiency was less than predicted. The reduced efficiency could be related to bed destabilization (which was observed in some runs), re-entrainment from the vegetation, or sediment sliding off the vegetation. | |
| publisher | American Society of Civil Engineers | |
| title | Settling of Fine Sediment in a Channel with Emergent Vegetation | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2000)126:8(570) | |
| tree | Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 008 | |
| contenttype | Fulltext |