Implications of a kinematic wave model for first flush treatment design

Water Research

Volumn 40, Issue 20, 2006, Pages 3820-3830

  Kang, Joo Hyon ^a   Kayhanian, Masoud ^b   Stenstrom, Michael K ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b University of California Davis   (United States)

Author keywords

First flush; Highway runoff; Kinematic wave equation; Stormwater

Indexed keywords

CONCENTRATION (PROCESS); MASS TRANSFER; MATHEMATICAL MODELS; RAIN; RUNOFF; STORMS; WATERSHEDS;

FIRST FLUSH; HIGHWAY RUNOFFS; KINEMATIC WAVE EQUATION; STORMWATER;

HYDROLOGY;

RAIN;

CONCENTRATION (PROCESS); HYDROLOGY; MASS TRANSFER; MATHEMATICAL MODELS; RAIN; RUNOFF; STORMS; WATERSHEDS;

FLUSHING; KINEMATICS; POLLUTANT TRANSPORT; RUNOFF; WATER TREATMENT; WAVE MODELING;

ARTICLE; CALIBRATION; ENVIRONMENTAL EROSION; GEOMETRY; HIGHWAY; KINEMATIC WAVE MODEL; MATHEMATICAL MODEL; POLLUTANT; POLLUTION MONITORING; POLLUTION TRANSPORT; PRIORITY JOURNAL; SIMULATION; UNITED STATES; WATER QUALITY; WATERSHED;

CALIFORNIA; LOS ANGELES; NORTH AMERICA; UNITED STATES;

EID: 33750971129     PISSN: 00431354     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.watres.2006.09.007     Document Type: Article

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