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首页> 外文期刊>Biosystems Engineering >Evaluation of an integrated ammonia stripping, recovery, and biogas scrubbing system for use with anaerobically digested dairy manure.
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Evaluation of an integrated ammonia stripping, recovery, and biogas scrubbing system for use with anaerobically digested dairy manure.

机译:评估用于厌氧消化的乳牛粪的综合氨气汽提,回收和沼气洗涤系统。

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摘要

Anaerobically digested animal manure contains appreciable levels of nitrogen, particularly ammonia that can lead to potential air and water quality problems. In this study, a process for ammonia removal through air stripping of digested dairy manure was developed and optimised, and feasibility was demonstrated. Temperature and pH were identified as the most cost sensitive parameters for the process. Ammonia stripping efficiency was tested at different pH levels and temperatures, allowing for development of economic optimisation. When the temperature of the digester effluent was maintained at mesophilic (35 degrees C) level during the stripping process, the optimised effluent pH for ammonia stripping was 10.3 with a corresponding lime dosage of 3.3 g l-1, resulting in 90% ammonia removal. Stripped ammonia was stabilised as ammonium sulphate through contact with sulphuric acid. This absorption process was nearly complete when suitable acid flow rate and pH protocols were maintained. The high pH of the effluent was later readjusted to a lower level by passing the biogas produced from the digester, which at the same time purified the biogas by scrubbing H2S and CO2. With available biogas/liquid ratios of greater than 20 to 1 from dairy digesters, there was sufficient supply of acidic gas to reduce the pH of the final effluent leaving the digester.
机译:厌氧消化的动物粪便中含有相当水平的氮,尤其是氨,这可能导致潜在的空气和水质问题。在这项研究中,开发并优化了通过空气汽提消化的乳肥去除氨的方法,并证明了可行性。温度和pH被确定为该过程中对成本最敏感的参数。在不同的pH值水平和温度下测试了氨气的去除效率,从而促进了经济上的优化。在汽提过程中将消化池出水温度保持在中温(35摄氏度)水平时,用于氨气汽提的最佳废水pH为10.3,相应的石灰用量为3.3 gl -1 去除90%的氨。通过与硫酸接触,汽提的氨稳定为硫酸铵。当维持适当的酸流速和pH规程时,该吸收过程几乎完成。通过使消化池产生的沼气通过,将废水的高pH值重新调节至较低的水平,沼气池同时通过洗涤H 2 S和CO 2 来净化沼气。子>。奶牛沼气池的可用沼气/液体比率大于20:1,因此有足够的酸性气体供应来降低离开沼气池的最终废水的pH值。

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