| contributor author | Elham Nasiri Dehsorkhi | |
| contributor author | Hossein Afzalimehr | |
| contributor author | Vijay P. Singh | |
| date accessioned | 2017-05-08T21:48:54Z | |
| date available | 2017-05-08T21:48:54Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000358.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63211 | |
| description abstract | On the basis of laboratory experiments, this paper investigates the effect of different bed forms and vegetated banks on flow velocity, Reynolds stresses, and turbulence intensities. Experimental measurements were made over fifth and sixth dunes in a series of seven of two-dimensional (2D) asymmetric gravel dunes that had lee-slope angles of 28° and 35°, respectively. These dunes had a mean wavelength of 0.96 m, mean dune height of 0.08 m, and width equal to the flume width. Rice stems with a median diameter of 2.7 mm and a stem distribution density of | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Bed Forms and Vegetated Banks on Velocity Distributions and Turbulent Flow Structure | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 6 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0000337 | |
| tree | Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 006 | |
| contenttype | Fulltext | |