| contributor author | Pierre Y. Julien | |
| contributor author | Yongqiang Lan | |
| date accessioned | 2017-05-08T20:41:05Z | |
| date available | 2017-05-08T20:41:05Z | |
| date copyright | March 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9429%281991%29117%3A3%28346%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23444 | |
| description abstract | A physically based quadratic rheological model for hyperconcentrated flows is tested with experimental data sets. The model includes components describing: (1) Cohesion between particles; (2) viscous friction between fluid and sediment particles; (3) impact of particles; and (4) turbulence. The resulting quadratic formulation of the shear stress is shown to be in excellent agreement with the experimental data sets of Bagnold, Savage and McKeown, and Govier et al.. When the quadratic model is written in a linearized dimensionless form, the ratio | |
| publisher | American Society of Civil Engineers | |
| title | Rheology of Hyperconcentrations | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 3 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1991)117:3(346) | |
| tree | Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 003 | |
| contenttype | Fulltext | |
