Particle velocity and sediment transport at the limit of deposition in sewers

Water Science and Technology

Volumn 67, Issue 5, 2013, Pages 959-967

  Ota, J J ^a   Perrusquia G S ^b  

^a FEDERAL UNIVERSITY OF PARANÁ   (Brazil)

^b CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Angle of repose; Limit of deposition; Particle velocity; Roughness; Sediment transport; Storm sewer

Indexed keywords

ANGLE OF REPOSE; BED SHEAR STRESSS; EMPIRICAL EQUATIONS; PARTICLE VELOCITIES; SEDIMENT DEPOSITION; SEDIMENT PARTICLES; TRANSPORT CAPACITY; TRANSPORT EQUATION;

SEDIMENTATION; SEDIMENTOLOGY; SHEAR STRESS; STORM SEWERS; STORMS; SURFACE ROUGHNESS; VELOCITY CONTROL;

SEDIMENT TRANSPORT;

STORM WATER;

BEDLOAD; BOTTOM STRESS; DEPOSITION; EXPERIMENTAL STUDY; PARTICLE MOTION; PIPE; ROUGHNESS; SEDIMENT TRANSPORT; SEWER NETWORK; SHEAR STRESS; STORMWATER;

ARTICLE; CONTROLLED STUDY; EMPIRICISM; MEASUREMENT; PARAMETERS; PARTICLE SIZE; PARTICULATE MATTER; RELATIVE DENSITY; SEDIMENT; SEDIMENT TRANSPORT; SEWER; SHEAR STRESS; SURFACE PROPERTY; WATER FLOW; WET DEPOSITION;

GEOLOGIC SEDIMENTS; RAIN; SEWAGE; WATER MOVEMENTS;

EID: 84875242637     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.2166/wst.2013.646     Document Type: Article

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