1- Hazen, A. (1904). “On sedimentation.” J. of Transactions, ASCE, 53(980), 45-71.
2- Larsen, P., and Gotthardson, S. (1977). On sedimenting hydraulic, J. Bulletin Erie A. Nr. Inst. For Tekniks Vattenresurslare, Lund, Sweden.
3- Imam, E., and Mc Corquodale, J.A. (1983). “Numerical modeling of sedimentation tanks.” Proc. ASCE 109 (HY 12), USA, 1740-1754.
4- Rodi, W. (1984). Turbulence model and their application in hydraulics-A state of the art review, 2nd Ed., University of Karlsruhe, West Germany.
5- Adams, E.W., and Rodi, W.R. (1990). “Modeling flow and mixing in sedimentation tanks.” J. of Hydraulic Engineering, 116(7), 895-913.
6- Stamou, A.I., Adams, E.W., and Rodi, W. (1989). “Numerical modeling of flow and settling in primary rectangular clarifiers.” J. of Hydraulic Research, ASCE, 27(5), 665-681.
7- Shamloo, H., Sivakumar, M., and Lawe, S.A. (1998) “Turbulence effects in sedimentation tanks.” Proc. Asian Conference on Water and Wastewater Management, Tehran, Iran
8- Shamloo, H., and A., Bayat (2007). “Comparison of different methods of hydraulics analysis of primary settling tanks and laboratory model results.” 4th National Civil Engineering Congress, Tehran University, Tehran. (In Persian)
9- FLUENT User’s Guide Manual. (2003). Version 6.1. Fluent Incorporated, N.H.
10- Mc Corquodale, J.A., Moursi, A.M., and El-Sebakhy, I.S. (1988). “Experimental study of flow in settling tanks.” J. of Environmental Engineering, 114(5), 1166-1174.
11- Water and Wastewater Consulting Engineers (research and design). (2004). “Basic guidance of water treatment plants.” J. of Water and Wastewater, 50, 66-70. (In Persian)