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Degradation of organic pollution in communal waste water by aerated lagoon system: Case of the waste water treatment plant of Oujda (Morocco)

机译:充气泻湖系统降解公共废水中的有机污染:以乌季达(摩洛哥)废水处理厂为例

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摘要

In Morocco, as in all developing countries, sanitation and sewage treatment constitute certainly one of the biggest environmental problems. The lack of public network, lack of waste water treatment plants, and absence of control and of environmental awareness contribute to the spread of diseases, the degradation of landscape and the contamination of surface and groundwater. Wastewater is considered the primary sources of pollution for the ground water and surface water. Wastewater treatment by aerated lagoon is considering one of the important economic with high performance solution in Morocco. The purpose of this study is the evaluation of the system treatment in term of removal efficiency. This study attempts to highlight the factors leading to the adequate performance of WWTP Oujda in removing organic matter, solids and nutrients. The efficiency of the different stages of the treatment process. Collection and analysis of data revealed a constantly removal efficiency of chemical oxygen demand (COD), biochemical oxygen demand (BOD5), total suspended solids (TSS) and nutrient (NTK). Analysis of data showed that the combined system removal reached respectively 88%, 89%, 90% and 29% of the influent TSS, COD, BOD5 and TKN, with effluent concentrations of 106 + 22 mg/L of COD, 50± 6 mg/1 of BOD5,67+21 mg/L of TSS and 52+ 12 mg/L of TKN. Biological analysis showed that the fecal pollution of this wastewater is human originate and thai the reduction efficiency of fecal germs and pathogen germs is 100%.
机译:与所有发展中国家一样,在摩洛哥,环卫和污水处理无疑是最大的环境问题之一。缺乏公共网络,缺乏废水处理厂,缺乏控制和对环境的意识加剧了疾病的传播,景观的退化以及地表和地下水的污染。废水被认为是地下水和地表水的主要污染源。曝气池处理废水正在考虑成为摩洛哥重要的经济高效解决方案之一。这项研究的目的是根据去除效率对系统处理进行评估。这项研究试图强调导致WWTP Oujda去除有机物,固体和营养物的适当性能的因素。处理过程不同阶段的效率。数据的收集和分析显示,化学需氧量(COD),生化需氧量(BOD5),总悬浮固体(TSS)和养分(NTK)的去除效率不断提高。数据分析表明,组合系统去除率分别达到进水TSS,COD,BOD5和TKN的88%,89%,90%和29%,出水浓度为106 + 22 mg / L COD,50±6 mg BOD的/ 1,67 + 21 mg / L的TSS和52+ 12 mg / L的TKN。生物学分析表明,该废水的粪便污染是人为来源的,粪便细菌和病原菌的还原效率为100%。

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