Hedström A
Department of Civil and Environmental Engineering, Luleå University of Technology, SE-971 87 Luleå, Sweden.
Environ Technol. 2006 Jul;27(7):801-9. doi: 10.1080/09593332708618693.
The utilisation of reactive filter media to remove ammonium and phosphorus can improve the effluent water quality of wastewater treatment systems. The objective of this study was to estimate the ammonium and phosphorus sorption capacity of wollastonite, a calcium meta silicate (CaSiO3) that is distributed worldwide. Phosphorus sorption mechanisms were also investigated. Batch sorption experiments with agitating bottles were carried out and both phosphate and ammonium solutions as well as wastewater were used. The results showed minor ammonium adsorption, with only 3-15% of the ammonium in the solutions being adsorbed to the wollastonite. Neither the reaction time (0.5-20 h) nor the initial concentrations of phosphorus and ammonium (11-114 mg l(-1) NH4-N) were of importance. For high initial phosphate concentrations, phosphate was greatly sorbed to the wollastonite (850 mg kg(-1) at an initial phosphate concentration of 61 mg l(-1) PO4-P). However, phosphate sorption was minor when the initial phosphate concentration was low. This study showed that sorption reactions were important when phosphate was removed by wollastonite, and indicated precipitation of phosphate on the wollastonite surfaces as one possible mechanism for phosphate retention. The results from this study indicated that the wollastonite investigated may not be suitable for municipal wastewater treatment applications due to the low phosphorus sorption capacity for low initial phosphorus concentrations.
利用反应性过滤介质去除铵和磷可改善废水处理系统的出水水质。本研究的目的是评估硅灰石(一种在全球广泛分布的偏硅酸钙(CaSiO₃))对铵和磷的吸附能力。同时还研究了磷的吸附机制。采用搅拌瓶进行了批量吸附实验,使用了磷酸盐和铵溶液以及废水。结果表明,铵的吸附量较小,溶液中只有3 - 15%的铵被吸附到硅灰石上。反应时间(0.5 - 20小时)以及磷和铵的初始浓度(11 - 114 mg l⁻¹ NH₄-N)均无关紧要。对于高初始磷酸盐浓度,磷酸盐大量吸附到硅灰石上(初始磷酸盐浓度为61 mg l⁻¹ PO₄-P时为850 mg kg⁻¹)。然而,当初始磷酸盐浓度较低时,磷酸盐的吸附量较小。本研究表明,硅灰石去除磷酸盐时吸附反应很重要,并表明磷酸盐在硅灰石表面沉淀是磷酸盐保留的一种可能机制。本研究结果表明,由于低初始磷浓度下磷吸附能力较低,所研究的硅灰石可能不适用于城市污水处理应用。