Research Article
Combined Industrial Wastewater Treatment in Anaerobic Bioreactor Posttreated in Constructed Wetland
Table 2
Characterization of four different dilutions and original WW of combined industrial wastewater.
| Parameters | Influent/raw wastewater dilutions | 20% | 40% | 60% | 80% | Original WW |
| pH | 8.1 | 8.48 | 8.6 | 8.76 | 10.2 | Conductivity (µs) | 627 | 646 | 645 | 676 | 702 | TDS | 378 | 330 | 344 | 394 | 411 | TS | 712 | 812 | 780 | 1333 | 1400 | VS | 600 | 520 | 1050 | 1160 | 1960 | COD | 70 | 189 | 284 | 379 | 474 | BOD | 23.3 | 25.4 | 50.9 | 77 | 84.8 | Nitrates | 24 | 59 | 83 | 98 | 145 | Ammonia | 17 | 23 | 45 | 57 | 82 | Lead | 0.131 | 0.653 | 1.335 | 1.851 | 2.337 | Nickel | 0.117 | 0.225 | 0.315 | 0.271 | 0.403 | Cadmium | 0.026 | 0.021 | 0.009 | 0.026 | 0.048 |
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The values are given as mg/L except pH and conductivity.
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