Mass Transfer Studies on Adsorption of Phenol from Wastewater Using Lantana camara, Forest Waste

Table 10

The transport number and the model constant for both adsorbents at different initial concentrations.

, mg/L	Adsorbent treated with HCl		Adsorbent treated with KOH
	25	0.4514	0.0704	0.4208	0.0774
50	0.4717	0.0618	0.4338	0.07164
100	0.5003	0.05262	0.4442	0.0665
150	0.5274	0.04516	0.4538	0.06284
200	0.5339	0.04334	0.4718	0.05641
250	0.5417	0.04162	0.4924	0.04985