| 1 |
Energy savings and higher volumetric loading rate achieved in the conventional anoxic-oxic process for sewage treatment by enhancing biomass retention in the secondary clarifier
Zhang XY, Liu FY, Zheng SK
Bioresource Technology, 233, 322, 2017 |
| 2 |
A simulation model for settling tanks with varying cross-sectional area
Burger R, Careaga J, Diehl S
Chemical Engineering Communications, 204(11), 1270, 2017 |
| 3 |
Numerical simulation of secondary clarifier with activated sludge and suction lift removal system: Modified Casson model and sludge withdrawing sensitivity analysis
Saffarian MR, Hamedi MH, Shams M
Korean Journal of Chemical Engineering, 27(4), 1192, 2010 |
| 4 |
Comparison of various settling velocity functions and non-Newtonian fluid models in circular secondary clarifiers
Saffarian MR, Hamedi MH, Shams M
Korean Journal of Chemical Engineering, 27(5), 1497, 2010 |
| 5 |
Suction-lift sludge removal and non-Newtonian flow behaviour in circular secondary clarifiers: Numerical modelling and measurements
Weiss M, Plosz BG, Essemiani K, Meinhold J
Chemical Engineering Journal, 132(1-3), 241, 2007 |
