| contributor author | Peter J. Murphy | |
| date accessioned | 2017-05-08T20:39:07Z | |
| date available | 2017-05-08T20:39:07Z | |
| date copyright | January 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9429%281985%29111%3A1%28108%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22411 | |
| description abstract | An explanation of the bottom boundary condition for the advection‐diffusion equation is presented. By introducing a source term to account for the sediment erosion process of open channel flow, the equilibrium between erosion and deposition produces a unique reference concentration. The concentration for open channel flow is predicted and compared with existing data. Comparison indicates that the predicted reference concentration agrees with river data. | |
| publisher | American Society of Civil Engineers | |
| title | Equilibrium Boundary Condition for Suspension | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1985)111:1(108) | |
| tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 001 | |
| contenttype | Fulltext | |
