Hydraulic transport of fine and coarse sediment mixtures in pipelines

Journal of Transportation Engineering

Volumn 128, Issue 1, 2002, Pages 1-8

  Scott, Stephen H ^a,b   Abt, Steven R ^a,c  

^a ASCE ^*  (United States)

^b WATERWAYS EXPERIMENT STATION   (United States)

^c Department of Mechanical Engineering   (United States)

Author keywords

Hydraulic gradients; Pipelines; Sediment transport

Indexed keywords

HYDRAULIC GRADIENTS;

HYDRAULICS; NEWTONIAN FLOW; NON NEWTONIAN FLOW; PARTICLE SIZE ANALYSIS; PIPELINES; SAND;

SEDIMENT TRANSPORT;

HYDRAULIC TRANSPORT; NEWTONIAN FLUID; NON-NEWTONIAN FLUID; PIPELINE; SAND; SEDIMENT TRANSPORT;

FINE GRAINED SEDIMENT; HYDRAULIC PROPERTY; PIPELINE; SEDIMENT TRANSPORT;

EID: 0036147859     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2002)128:1(1)     Document Type: Article

References (12)

1. New results concerning the influence of fine particles on sand-water flows in pipes
2. The pipeline transport of coarse materials in a non-Newtonian carrier fluid
3. Basic relationships of the transportation of solids in pipes-experimental research
4. Phosphate matrix pipeline design data and tools for efficiency improvement
5. Effect of added fine particles on flow properties of setting solids
6. Investigation of optimal grain-distribution for transport with high concentration
7. Influence of added fine particles on the flow structure and the pressure losses in sand-water mixture
8. A comparison of some generalized correlations for the head loss gradient of mixed regime slurries