潜流式人工湿地污水处理系统硝化能力研究

研究了潜流式人工湿地内部不同填料层和沿水流方向硝化能力的变化.结果表明:潜流式人工湿地中,硝化能力沿水流方向逐渐减小.底部填料层,即炉渣层的氨氧化速率常数和亚硝酸氧化速率常数分别为1.99～6.89mg·(h·kg)^-1和1.44～5.22mg(h·kg)^-1,而床体上部土壤层的氨氧化速率常数和亚硝酸氧化速率常数分别为0.53～0.89mg·(h·kg)^-1和0.96～1.39mg·(h·kg)^-1.因此炉渣层的硝化能力要明显高于土壤层,底部炉渣层在硝化过程中起主要作用.

Study on Ability of Nitrification in a Subsurface Constructed Wetland System Treating Sewage

The nitrification ability of different layers in a subsurface constructed wetland treating sewage was measured. The experiment results showed that the ability of nitrification was decreased along the direction of water flow in the subsurface wetland. The constants of ammonia oxidation rate and nitrite oxidation rate in the slag layer on the bottom were 1.99-6.89 mg.(h.kg)-1 and 1.14-5.22 mg.(h.kg)-1 respectively, but in the soil layer on the top were 0.53-0.89 mg.(h.kg)-1 and 0.96-1.39 mg.(h.kg)-1 respectively. So the ability of nitrification in the layer of slag was better than the layer of soil obviously, and it showed that the nitrification was mainly happened in the slag layer.