| contributor author | Raúl López | |
| contributor author | Javier Barragán | |
| date accessioned | 2017-05-08T20:46:10Z | |
| date available | 2017-05-08T20:46:10Z | |
| date copyright | June 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A6%28847%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26528 | |
| description abstract | The relation between the equivalent roughness and different grain size percentiles of the sediment in gravel-bed rivers was determined under the hypothesis that the vertical distribution of the flow velocity follows a logarithmic law. A set of 954 data points was selected from rivers with gravel size sediment or larger, with a nonsinuous alignment and free of vegetation or obstacles. According to the results, the | |
| publisher | American Society of Civil Engineers | |
| title | Equivalent Roughness of Gravel-Bed Rivers | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:6(847) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006 | |
| contenttype | Fulltext | |
