| contributor author | Åsa Adamsson | |
| contributor author | Virginia Stovin | |
| contributor author | Lars Bergdahl | |
| date accessioned | 2017-05-08T21:40:37Z | |
| date available | 2017-05-08T21:40:37Z | |
| date copyright | July 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9372%282003%29129%3A7%28651%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/59198 | |
| description abstract | Computational fluid dynamics-based (CFD) software tools enable engineers to simulate flow patterns and sediment transport in ancillary structures of sewer systems. Lagrangian particle tracking represents a computationally efficient technique for modeling sediment transport. In order to represent the process of sedimentation in storage tanks, careful consideration must be given to the boundary condition at the bottom of the tanks. None of the boundary conditions currently available in the | |
| publisher | American Society of Civil Engineers | |
| title | Bed Shear Stress Boundary Condition for Storage Tank Sedimentation | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 7 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(2003)129:7(651) | |
| tree | Journal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 007 | |
| contenttype | Fulltext | |
