Simplified Model for the Class-I Settling Tanks Design
Author:
Affiliation:
1. Professor, Faculty of Engineering, Univ. of Regina, Regina SK, Canada S4S0A2 (corresponding author).
2. Graduate Student, Faculty of Engineering, Univ. of Regina, Regina SK, Canada S4S0A2.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9372%282005%29131%3A12%281755%29
Reference15 articles.
1. Modeling Flow and Mixing in Sedimentation Tanks
2. Sedimentation and the design of settling tanks;Camp T. R.;ASCE Trans.,1946
3. Characterization of settling tanks by eddy diffusion;El-Baroudi H. M.;J. Sanit. Eng. Div., Am. Soc. Civ. Eng.,1969
4. Estimating coefficients in one-dimensional depth-averaged sediment transport model
5. Han Q. (1980). “A study on the non-equilibrium transport of suspended sediment.” Proc. 1st Int. Symp. on River Sedimentation Beijing.
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