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Nitrogen mass balance in waste stabilization ponds at the University of Dar es Salaam, Tanzania

机译:坦桑尼亚达累斯萨拉姆大学废物稳定池中的氮质量平衡

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Nitrogen mass balance in waste stabilization pond system at the University of Dar es Salaam was determined using a dynamic mathematical model in order to elucidate the biological nitrogen transformation mechanisms that are effective for removal of nitrogen in this pond system. Results show that the pond system removed 4741 g/day of nitrogen from an influent load of 8036 kg/day, which is equivalent to 59% removal efficiency. The overall dominant nitrogen removal mechanism was denitrification, which was responsible for 77.5% of the removed nitrogen. Other permanent nitrogen removal mechanisms were net loss of nitrogen to sediments and volatilization, which contributed 18.2 and 4.3% of the removed nitrogen, respectively. However, sedimentation was the major nitrogen removal mechanism in primary facultative pond, which was responsible for 73.7% of the total nitrogen removed in that pond. On the other hand, denitrification was the major nitrogen removal mechanism in secondary facultative ponds (F2 and F3) and maturation pond, M, which contributed about 95.0, 89.4 and 89.1% of the total nitrogen removed from these ponds, respectively. The major nitrogen transformation routes were mineralization and ammonia uptake in the primary facultative pond F1. In secondary facultative pond F2, nitrification and denitrification were the dominant nitrogen transformation mechanisms, while in secondary facultative pond F3 and maturation pond M, ammonia uptake was the dominant transformation route. The results obtained in this work may be used as a management tool in assessing the levels of nitrogen compounds in waste stabilization ponds and thus protect the water bodies downstream.
机译:使用动态数学模型确定了达累斯萨拉姆大学废物稳定池塘系统中的氮质量平衡,以便阐明可有效去除该池塘系统中氮的生物氮转化机制。结果表明,该池塘系统从8036千克/天的入水量中去除了4741克/天的氮,这相当于59%的去除效率。总体上主要的氮去除机理是反硝化,这占去除氮的77.5%。其他永久性的​​脱氮机制是氮向沉积物的净损失和挥发,分别占脱氮量的18.2%和4.3%。然而,沉淀是主要兼性池中主要的氮去除机制,占该池中氮去除总量的73.7%。另一方面,反硝化作用是次要兼性池(F2和F3)和成熟池M的主要脱氮机理,分别占这些池中脱氮总量的95.0%,89.4%和89.1%。主要的氮转化途径是初级兼性池F1中的矿化和氨吸收。在次要兼性池F2中,硝化和反硝化是主要的氮转化机理,而在次要兼性池F3和成熟池M中,氨的吸收是主要的转化途径。在这项工作中获得的结果可以用作评估废物稳定池中氮化合物含量的管理工具,从而保护下游水体。

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