Table 1.
Wastewater treatment plants | Population served | Primary treatment | Secondary treatment | Tertiary treatment and disinfection | Biochemical parameter | Water turbidity* | Use of treated water | |||
---|---|---|---|---|---|---|---|---|---|---|
Flow rate (m 3 /s) | BOD*** (mg/L) | TSS**** (mg/L) | influent | effluent | ||||||
WWTP1 | 100000 | Screening and grit removal | Activated sludge and A2/O***** | Sand filtration followed by chlorination | 0.46 | <6 | <30 | High | Moderate | Discharged into creek |
WWTP2 | 85000 | Screening and grit removal | Conventional activated sludge | Chlorination | 0.27 | <30 | <30 | High | Moderate | Discharged to the highway surface water channel |
WWTP3 | 2100000 | Screening, grit removal and sedimentation | Trickling filter followed by activated sludge | Chlorination and UV radiation | 5.2 | 28 | 28 | High | Moderate | Agriculture irrigation |
SWWTP4 | ND** | Sedimentation | Activated sludge and oxidation with O2 | Chlorination | ND | ND | ND | High | Moderate | Agriculture irrigation |
SWWTP5 | ND | Sedimentation | Activated sludge and oxidation with O2 | Chlorination | ND | ND | ND | High | Moderate | Agriculture irrigation |
*Low = <1 NTU; moderate = 1–10 NTU; high = >10 NTU; **ND = Not data; ***BOD = Biochemical oxygen demand; ****TSS = Total suspended solids; *****A2/O = Anaerobic/anoxic/oxic.