Tian Jingjing, Guan Junfang, Gao Huimin, Wen Yafei, Ren Zijie
School of Resources and Environment Engineering, Wuhan University of Technology, No. 122 Luoshi Road, Hongshan, Wuhan 430070, China E-mail:
Wuhu Conch Profiles and Science Co., Ltd, Wuhu Anhui 241009, China.
Water Sci Technol. 2016;73(9):2119-31. doi: 10.2166/wst.2016.055.
The adsorption behavior of natural zeolite was studied in order to determine the adsorption capacity and mass-transfer process of cationic red X-GRL (C(18)H(21)BrN(6)) onto the adsorbent. The adsorption tests to determine both the uptake capacity and the mass-transfer process at equilibrium were performed under batch conditions, which showed rapid uptake in general for the initial 5 min, corresponding to 92% total removal. The equilibrium adsorption capacity value (q(e,cal)) in pseudo-second-order kinetics was 13.51 mg/g at 293 K and the whole adsorption process was governed by physical adsorption with an endothermic, endothermic spontaneous nature. Adsorption tests indicated that the zeolite has great potential as an alternative low-cost material in the treatment of X-GRL drainage. However, the mass-transfer process to determine the rate-controlling steps showed that both film diffusion and pore diffusion were important in controlling the adsorption rate. The adsorption process was governed by film diffusion while pore diffusion was poor because the X-GRL molecules could not penetrate into the zeolite easily. The X-GRL molecules were only adsorbed on the external surface of the zeolite. Hence, to improve the adsorption capacity of natural zeolite further, modification to expand its micropores is necessary.
为了确定阳离子红X-GRL(C(18)H(21)BrN(6))在吸附剂上的吸附容量和传质过程,研究了天然沸石的吸附行为。在间歇条件下进行了吸附试验,以确定平衡时的吸附容量和传质过程,结果表明,在最初的5分钟内通常吸附迅速,总去除率达92%。在293K下,伪二级动力学中的平衡吸附容量值(q(e,cal))为13.51mg/g,整个吸附过程由具有吸热、自发吸热性质的物理吸附控制。吸附试验表明,沸石作为处理X-GRL废水的替代低成本材料具有很大潜力。然而,确定速率控制步骤的传质过程表明,膜扩散和孔扩散在控制吸附速率方面都很重要。吸附过程由膜扩散控制,而孔扩散较差,因为X-GRL分子不易渗透到沸石中。X-GRL分子仅吸附在沸石的外表面。因此,为了进一步提高天然沸石的吸附容量,有必要对其进行改性以扩大其微孔。