| contributor author | David D. Apsley | |
| contributor author | Peter K. Stansby | |
| date accessioned | 2017-05-08T20:45:55Z | |
| date available | 2017-05-08T20:45:55Z | |
| date copyright | October 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A10%281440%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26379 | |
| description abstract | Standard bed-load sediment-transport formulas are extended using basic mechanical principles to include gravitational influence on large slopes of arbitrary orientation. The resulting sediment fluxes are then incorporated into a morphodynamics model in a general-purpose, three-dimensional, finite-volume, Reynolds-averaged Navier–Stokes (RANS) code. Major features are: (1) the downslope component of weight is combined with the fluid stress to form an | |
| publisher | American Society of Civil Engineers | |
| title | Bed-Load Sediment Transport on Large Slopes: Model Formulation and Implementation within a RANS Solver | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:10(1440) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010 | |
| contenttype | Fulltext | |
