| contributor author | R. Jain | |
| contributor author | G. Lyberatos | |
| contributor author | S. A. Svoronos | |
| contributor author | B. Koopman | |
| date accessioned | 2017-05-08T21:07:57Z | |
| date available | 2017-05-08T21:07:57Z | |
| date copyright | January 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9372%281992%29118%3A1%2856%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39897 | |
| description abstract | A detailed mathematical model of the predenitrification process was employed to study the effects of key operational variables on nitrogen removal and secondary clarification. Effects of influent flow rate and solids residence time on thickening‐imposed capacity were elucidated. The dependence of optimal settings of dissolved oxygen concentration, anoxic volume fraction, and mixed liquor recirculation ratio on solids retention time, influent flow rate, influent wastewater characteristics, and temperature was determined. The influence of clarifier bio‐reactions was also examined. | |
| publisher | American Society of Civil Engineers | |
| title | Operational Strategies for Predenitrification Process | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 1 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1992)118:1(56) | |
| tree | Journal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 001 | |
| contenttype | Fulltext | |
