Development of Effluent Concentration Models for Sediment Scoured from Catchbasin Sumps

Author:

Avila Humberto123,Pitt Robert123,Clark Shirley E.123

Affiliation:

1. Professor of Water Resources Engineering, and Chair, Dept. of Civil and Environmental Engineering, Universidad del Norte, Barranquilla, Colombia.

2. Cudworth Professor of Urban Water Systems, Department of Civil, Construction, and Environmental Engineering, Univ. of Alabama. Tuscaloosa, AL.

3. Associate Professor of Environmental Engineering, School of Science, Engineering and Technology, Penn State Harrisburg, Middletown, PA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference12 articles.

1. Avila H. (2008). “Scour of captured sediment from a stormwater hydrodynamic device.” Ph.D. thesis Dept. of Civil Construction and Environmental Engineering University of Alabama Tuscaloosa AL.

2. Avila H. Pitt R. and Durrans S. (2008). “Factors affecting scour of previously captured sediment from stormwater catchbasin sumps.” Conf. Stormwater and Urban Water Systems Modeling Computational Hydraulic International (CHI) Toronto.

3. Flow Science Inc. (2007). Flow-3D User’s Manual V-9. Santa Fe NM.

4. Lager J. A. Smith W. G. Lynard R. M. and Finnemore E. J. (1977). “Urban stormwater management and technology: update and users’ guide.” U.S. EPA-600/8-77-014 U.S. Environmental Protection Agency Washington DC.

5. Metcalf and Eddy Inc. (1971). “University of Florida and Water Resources Engineers Inc. storm water management model ” Vol. I. 11024DOC07/71 (NTIS PB-203289) U.S. EPA Washington DC.

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