The self-cleaning velocity in practice

Water Distribution Systems Analysis 2010 - Proceedings of the 12th International Conference, WDSA 2010

Volumn , Issue , 2012, Pages 187-199

  Blokker, E J M ^a,b   Vreeburg, J H G ^a,b   Schaap, P G ^c   Van Dijk, J C ^b  

^a KWR WATERCYCLE RESEARCH INSTITUTE   (Netherlands)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^c PWN Water Supply Company North Holland   (Netherlands)

Author keywords

Demand modeling; Monte Carlo simulations; Sediment modeling; Water quality

Indexed keywords

CONSTANT FLOW; DEMAND MODELING; DEMAND PATTERN; END-USES; FIELD STUDIES; HYDRAULIC CONDITIONS; LABORATORY STUDIES; MAXIMUM VELOCITY; MONTE CARLO SIMULATIONS; NETWORK MODELS; PARTICLE BEHAVIOR; RE-SUSPENSION; TIME STEP; TURBIDITY MEASUREMENTS; VARIABLE FLOW VELOCITY; VELOCITY-BASED; WATER MAINS;

ANOXIC SEDIMENTS; CLEANING; COMPUTER SIMULATION; MONTE CARLO METHODS; PIPE; REAL VARIABLES; SUSPENDED SEDIMENTS; SUSPENSIONS (FLUIDS); SYSTEMS ANALYSIS; TURBIDITY; VELOCITY; WATER DISTRIBUTION SYSTEMS; WATER QUALITY;

POTABLE WATER;

EID: 84856179618     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41203(425)19     Document Type: Conference Paper

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