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Characterisation of Particulate Matter in Municipal Wastewater

机译:市政废水中颗粒物的表征

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In the 'average' wastewater fractionation, the percentage of oxygen consuming components related to the theoretically determined settleable particle fraction is low, with a maximum of 21% for COD. A major part of BOD (44%), COD (38%) and phosphorous (35%) is present in suspended and supra-colloidal particle fractions with particle diameters between 1.2 and 63μm. For nitrogen, only 4% can be related to settleable particles and 13% to colloidal and suspended fractions; that leaves 83% of the nitrogen present in soluble form. By means of wastewater fractionation, the effect and applicability of a certain physical-chemical particle removal technique, the so-called 'pre-treatment potential' of a specific wastewater, can be derived. In addition, energy and cost calculations show the importance of particle removal in the pre-treatment down to approximately 5 to 1μm, depending on the wastewater, to save energy and costs in the total wastewater treatment system. From wastewater fractionation experiments, the primary effluent composition and the amount and composition of the produced primary sludge for a specific wastewater could be derived. The specific coagulant or flocculant dosage to gain the most efficient particle removal in the pre-treatment can be determined by wastewater fractionation based on particle size and could be controlled by turbidity-related dosing of organic polymers and online particle size counting. The applied testing procedure was promising and should be carried out on a broader scale. More advanced (online) sampling, separation, fractionation and analysing techniques should be implemented to optimise the fractionation and characterisation tests.
机译:在“平均”废水分馏中,与理论上确定的可沉降颗粒分数相关的耗氧组分的百分比较低,COD的最大值为21%。 BOD(44%),COD(38%)和磷(35%)的主要部分存在于粒径在1.2至63μm之间的悬浮和超胶体颗粒级分中。对于氮,只有4%与可沉降颗粒有关,而13%与胶体和悬浮部分有关。剩下83%的氮以可溶性形式存在。通过废水分馏,可以得出某种物理化学颗粒去除技术的效果和适用性,即特定废水的所谓“预处理潜力”。此外,能源和成本计算表明,根据废水的不同,在预处理过程中去除颗粒的重要性低至大约5至1μm,以节省整个废水处理系统的能源和成本。从废水分馏实验中,可以得出主要废水的成分以及特定废水产生的主要污泥的量和组成。在预处理中获得最有效的颗粒去除效果的特定混凝剂或絮凝剂剂量可以通过基于颗粒大小的废水分级来确定,并且可以通过与浊度相关的有机聚合物剂量和在线颗粒大小来控制。应用的测试程序很有希望,应该在更大范围内进行。应该采用更先进的(在线)采样,分离,分离和分析技术,以优化分离和表征测试。

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