| contributor author | Stephen H. Scott | |
| contributor author | Steven R. Abt | |
| date accessioned | 2017-05-08T21:04:07Z | |
| date available | 2017-05-08T21:04:07Z | |
| date copyright | January 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-947x%282002%29128%3A1%281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37391 | |
| description abstract | This paper presents results from a comprehensive laboratory study of the effects of a fine grained sediment (clay) carrier fluid on the hydraulic gradient of sand-sized sediments (600–2,000 microns) in a 103-mm diameter pipeline. Three sand sizes were evaluated in the pipeline: (1) medium sand (670 microns), coarse sand (1,260 microns), and very coarse sand (2,040 microns). Initial experiments were conducted with water as the carrier fluid. Sand concentrations of 0.05, 0.10, 0.20, and 0.30 by volume | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic Transport of Fine and Coarse Sediment Mixtures in Pipelines | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 1 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(2002)128:1(1) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2002:;Volume ( 128 ):;issue: 001 | |
| contenttype | Fulltext | |