| contributor author | D. A. Ervine | |
| contributor author | B. B. Willetts | |
| contributor author | R. H. J. Sellin | |
| contributor author | M. Lorena | |
| date accessioned | 2017-05-08T20:41:42Z | |
| date available | 2017-05-08T20:41:42Z | |
| date copyright | December 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9429%281993%29119%3A12%281383%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23767 | |
| description abstract | This paper brings together recent data from the large‐scale Flood Channel Facility, Wallingford, England, with other model studies to investigate the main parameters affecting conveyance in meandering compound river channels. Parameters investigated include sinuosity, boundary roughness, main channel aspect ratio, width of meander belt, and flow depth above bank‐full level as well as the cross‐sectional shape of the main channel. The effect of each parameter is quantified through a nondimensional discharge coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Factors Affecting Conveyance in Meandering Compound Flows | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 12 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1993)119:12(1383) | |
| tree | Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 012 | |
| contenttype | Fulltext | |
