Research Article
Characterization of Natural Organic Matter in Conventional Water Treatment Processes and Evaluation of THM Formation with Chlorine
Table 2
DOC mass balance and recovery for each water treatment unit.
| Water source | Molecular dimension distances | DOC | Sample volume | DOC mass | DOC distribution | Dalton (D) | (mg/L) | (L) | (mg) | (%) |
| Raw water | Raw water | 5.68 | 0.18 | 1.0224 | | >30000 D (30 K) | 0.13 | 0.54 | 0.0702 | 6.23 | 30000–10000 D (30–10 K) | 0.12 | 0.54 | 0.0648 | 5.75 | 10000–5000 D (10 K–5 K) | 0.14 | 0.54 | 0.0756 | 6.71 | 5000–3000 D (5 K–3 K) | 0.16 | 0.54 | 0.0864 | 7.67 | 3000–1000 D (3 K–1 K) | 0.18 | 0.54 | 0.0972 | 8.63 | <1000 D (<1 K) | 4.1 | 0.18 | 0.738 | 65.01 | Total mass = >30 K + 30–10 K + 10–5 K + 5–3 K + 3–1 K + <1 K | 1.1268 | 100 | Recovery (%) = raw water/total mass | 110.21 |
| Ozonation | Ozonated water | 5.53 | 0.18 | 0.9954 | | >3000 D (>3 K) | 0.25 | 0.54 | 0.154286 | 16.46 | 1000–3000 D (1 K–3 K) | 0.15 | 0.54 | 0.0594 | 6.34 | <1000 D (<1K) | 4.02 | 0.18 | 0.7236 | 77.20 | Total mass = >3 K + 1–3 K + <1 K | 0.937286 | 100 | Recovery (%) = ozonated water/total mass | 106.2 |
| Coagulation-flocculation | Coagulated water | 4.1 | 0.18 | 0.738 | | >3000 D (>3 K) | 0.15 | 0.54 | 0.081 | 11.36 | 1000–3000 D (1 K–3 K) | 0.12 | 0.54 | 0.0648 | 9.09 | <1000 D (<1 K) | 3.17 | 0.18 | 0.567 | 79.55 | Total mass = >3 K + 1–3 K + <1 K | 0.7128 | 100 | Recovery (%) = coagulated water/total mass | 103.53 |
| Filtration | Filtrated water | 3.19 | 0.18 | 0.5742 | | >3000 D (>3 K) | 0.12 | 0.54 | 0.054 | 10.10 | 1000–3000 D (1 K–3 K) | 0.1 | 0.54 | 0.0216 | 4.04 | <1000 D (<1 K) | 2.55 | 0.18 | 0.459 | 85.86 | Total mass = >3 K + 1–3 K + <1 K | 0.5346 | 100 | Recovery (%) = filtrated water/total mass | 107.41 |
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