Improving phosphate removal of sand infiltration system using alkaline fly ash

被引:149
作者
Cheung, KC [1 ]
Venkitachalam, TH
机构
[1] Hong Kong Baptist Univ, Inst Nat Resources & Waste Management, Hong Kong, Hong Kong, Peoples R China
[2] Murdoch Univ, Sch Environm Sci, Murdoch, WA 6150, Australia
关键词
D O I
10.1016/S0045-6535(99)00417-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Septic tank effluent is customarily disposed of by soil infiltration. Coarse, sandy soil such as those found in Perth, Western Australia, exhibit low attenuation capabilities for phosphate (PO43-) during effluent infiltration. Amendment of such soil with different amounts of alkaline precipitator and lagoon fly ashes was investigated as a means of reducing phosphorus (P) leakage to ground water. Alkaline precipitator fly ash possessed the highest P sorption capacity in terms of its Langmuir and Freundlich isotherm parameters during initial batch tests. The test materials were repeatedly contacted with fresh PO43- solutions over 90 contacting cycles to gain a better indication of long-term P sorption capability. Again, precipitator fly ash exhibited higher P sorption capacity than lagoon fly ash and Spearwood sand. Column studies assessed the influence of various application rates of alkaline precipitator and lagoon fly ashes on the P removal of septic tank effluent. Septic tank effluent was applied at the rate of 4 cm/day to the column for 12 weeks. Concentrations of P were monitored in the column effluent. All the fly ash columns were more efficient in reducing P migration compared to the sand column. Increased levels of fly ash in the soil columns resulted in increased P attenuation. Lagoon fly ash was inferior to precipitator fly ash for P removal; high application rates of fly ash caused clogging of the infiltration bed apparently due to their lower permeability. It is reasoned that 5-15% precipitator fly ash, and less than 30% lagoon fly ash could be added to coarse sands to produce an infiltration bed, which would result in a better quality effluent than can be obtained with untreated sand alone. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:243 / 249
页数:7
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