| contributor author | P. R. Wormleaton | |
| contributor author | R. D. Hey | |
| contributor author | R. H. Sellin | |
| contributor author | T. Bryant | |
| contributor author | J. Loveless | |
| contributor author | S. E. Catmur | |
| date accessioned | 2017-05-08T20:45:12Z | |
| date available | 2017-05-08T20:45:12Z | |
| date copyright | August 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9429%282005%29131%3A8%28665%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25956 | |
| description abstract | Measurements of velocity distributions, depth variation, and sediment transport have been made under bankfull and overbank flow conditions in meandering channels with a graded sand bed, using the large-scale U.K. Flood Channel Facility. The overbank conditions depend upon the relative strength of opposing secondary circulation cells generated by shear at the channel crossover and centrifugal forces around the meander bend. Generally the shear-generated secondary flow either reversed or weakened the centrifugal circulation around the next downstream bend. This led to considerable modification of the main channel bed morphology, which, in turn, altered flow distributions. Measurements of the lateral distribution of bed load were made using a | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Meandering Overbank Channels with Graded Sand Beds | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2005)131:8(665) | |
| tree | Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 008 | |
| contenttype | Fulltext | |
