A different approach for predicting reaeration rates in gravity sewers and completely mixed tanks

Water Environment Research

Volumn 78, Issue 7, 2006, Pages 730-739

  Lahav, Ori ^a   Binder, Assaf ^a   Friedler, Eran ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Gas transfer; Gravity sewers; Mean velocity gradient; Reaeration equation

Indexed keywords

CONCENTRATION (PROCESS); DISSOLUTION; FLOCCULATION; MASS TRANSFER; MIXING; REGRESSION ANALYSIS; SEWERS;

GAS TRANSFER; GRAVITY SEWERS; MEAN VELOCITY GRADIENT; REAERATION EQUATION;

SEWAGE AERATION;

DISSOLVED OXYGEN; WATER;

CONCENTRATION (PROCESS); DISSOLUTION; FLOCCULATION; MASS TRANSFER; MIXING; REGRESSION ANALYSIS; SEWAGE AERATION; SEWERS;

AERATION; DISSOLVED OXYGEN; EMPIRICAL ANALYSIS; FLOCCULATION; REGRESSION ANALYSIS; SEWER NETWORK; TRANSFER FUNCTION;

AERATION; ARTICLE; CALIBRATION; CONCENTRATION (PARAMETERS); FLOCCULATION; GRAVITY; GRAVITY SEWER; MASS TRANSFER COEFFICIENT; MATHEMATICAL ANALYSIS; MIXED TANK; PREDICTION; PRIORITY JOURNAL; REAERATION RATE; REGRESSION ANALYSIS; SEWER; TANK; VALIDATION PROCESS; WASTE WATER MANAGEMENT;

EID: 33746960229     PISSN: 10614303     EISSN: None     Source Type: Journal    
DOI: 10.2175/106143006X101764     Document Type: Article

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