Table 8 Parameters of Thomas, Adams-Bohart, Yoon-Nelson model of continuous treatment result of real industrial wastewater.
Elements | Materials | C0 (mg/L) | pH | Velocity (cm/min) | Thomas | Adams-Bohart | Yoon-Nelson | |||
|---|---|---|---|---|---|---|---|---|---|---|
kTh (L/mg·min) | q0 (mg/g) | kAB (L/mg·min) | N0 (mg/cm3) | kYN (min−1) | τ (min) | |||||
Copper | SA/CMC-ZFN | 3.94 | 3 | 0.05 | 4.05.E−04 | 0.26 | 2.78E−04 | 0.12 | 1.60.E−03 | 3667 |
Commercial zeolite | 1.52.E−04 | 0.03 | 5.06E−05 | 0.11 | 6.32.E−04 | 821 | ||||
Nickel | SA/CMC-ZFN | 51.96 | 3 | 0.05 | 1.92.E−05 | 4.72 | 1.15E−05 | 2.32 | 9.00.E−04 | 4942 |
Commercial zeolite | 1.92.E−05 | 0.03 | 5.77E−06 | 0.88 | 1.10.E−03 | 61 | ||||
Zinc | SA/CMC-ZFN | 47.79 | 3 | 0.05 | 1.82.E−05 | 4.96 | 1.04E−05 | 2.65 | 7.00.E−04 | 6795 |
Commercial zeolite | 1.56.E−05 | 0.39 | 5.19E−06 | 1.28 | 6.00.E−04 | 1337 | ||||
Chromium | SA/CMC-ZFN | 2.33 | 3 | 0.05 | 6.52.E−05 | 0.53 | 3.26E−05 | 0.38 | 1.00.E−04 | 19,113 |
Commercial zeolite | 2.61.E−04 | 0.01 | 4.56E−05 | 0.07 | 4.00.E−04 | 440 | ||||