Implications of a kinematic wave model for first flush treatment design
Authors:
- Masoud KayhanianMKMasoud Kayhanian
- Michael K. StenstromMSMichael K. Stenstrom
- 1 December 2006
- journal article
- Published by Elsevier in Water Research
- Vol. 40 (20) , 3820-3830
Abstract
No abstract availableKeywords
This publication has 18 references indexed in Scilit:
- Fractional Kinetic Model for First Flush of Stormwater PollutantsJournal of Environmental Engineering, 2005
- Impact of Annual Average Daily Traffic on Highway Runoff Pollutant ConcentrationsJournal of Environmental Engineering, 2003
- Kinematic Wave Model of Urban Pavement Rainfall-Runoff Subject to Traffic LoadingsJournal of Environmental Engineering, 2003
- “First Flush,” Power Law and Particle Separation Diagrams for Urban Storm-Water Suspended ParticulatesJournal of Environmental Engineering, 2003
- Dynamic behavior of suspended pollutants and particle size distribution in highway runoffWater Science & Technology, 2002
- Evaluation of Water Quality Factors in Storm Runoff from Paved AreasJournal of Environmental Engineering, 1998
- Distribution of pollutant mass vs volume in stormwater discharges and the first flush phenomenonWater Research, 1998
- Characterization of Highway Runoff in Austin, Texas, AreaJournal of Environmental Engineering, 1998
- Specific relationships for the first flush load in combined sewer flowsWater Research, 1996
- The dispersion of marked fluid in turbulent shear flowJournal of Fluid Mechanics, 1959