| contributor author | Donald W. Knight | |
| contributor author | Mark Sterling | |
| date accessioned | 2017-05-08T20:43:47Z | |
| date available | 2017-05-08T20:43:47Z | |
| date copyright | April 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9429%282000%29126%3A4%28263%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25019 | |
| description abstract | The distribution of boundary shear stress in circular conduits flowing partially full, with and without a smooth flat bed simulating deposited sediments, has been examined experimentally ranging from 0.375 < F < 1.96 and 6.5 × 10 | |
| publisher | American Society of Civil Engineers | |
| title | Boundary Shear in Circular Pipes Running Partially Full | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2000)126:4(263) | |
| tree | Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 004 | |
| contenttype | Fulltext | |
