ABSTRACT
The presence of ammonia in wastewater from industry activities is an important environmental issue; therefore, an adsorption process is one viable alternative process that can be used to reduce concentrations, and accordingly, 10 resins and 6 zeolites were tested for the removal of ammonia from real wastewater (3.8 to 8 mg/L NH3 − N) containing other cations. In subsequent tests, the performance of the most promising adsorbents (four resins & two zeolites) was further characterized using isotherms and kinetic experiments. Adsorbent equilibrium capacities in the range of 0.2 to 0.4 mg/g were determined for ammonia concentrations of approximately 1 mg/L.
Nomenclature
= | NH3−N concentration in real wastewater at equilibrium (mg/L) | |
= | NH3−N concentration in synthetic/real wastewater at initial (mg/L) | |
= | NH3−N concentration in synthetic/real wastewater at time t (mg/L) | |
= | Rate constant of the pseudo-1st order kinetic equation (1/min) | |
= | Rate constant of the pseudo-2nd order kinetic equation (g/mg.min) | |
= | Freundlich constant of the adsorption capacity ((mg/g).(L/mg)1/n) | |
= | Langmuir constant of the free energy of adsorption (L/mg) | |
= | Mass of the adsorbent (g) | |
= | Freundlich constant of the desorption intensity (dimensionless) | |
= | Number of the experiment samples | |
= | Experimental adsorption capacity at equilibrium (mg/g) | |
= | Theoretical adsorption capacity at equilibrium (mg/g) | |
= | Maximum adsorption capacity (mg/g) | |
= | Experimental adsorption capacity at time (mg/g) | |
= | Separation factor of the Langmuir isotherm (dimensionless) | |
= | Time (min) | |
= | Volume of the adsorbate (L) |
Acknowledgements
The authors would like to acknowledge the Ministry of Higher Education, and Scientific Research, University of Technology in Baghdad – Iraq, and Natural Sciences and Engineering Research Council of Canada for their financial support.