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Sizing of a Wastewater Treatment System of the Center of Ngoundiane of the Alioune DiOP University of Bambey, Senegal

机译:塞内加尔班贝 Alioune DiOP 大学 Ngoundiane 中心的废水处理系统选型

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摘要

In our center where a lot of water is used for watering and cleaning the classrooms, the management of wastewater as a resource can be a real opportunity. The main objective of this research is to size and determine the effectiveness of natural treatments of the wastewater treatment system composed of a septic tank and a treatment plant which would be installed in site Ngoundiane of Alioune DiOP University, in Bambey, Senegal. Overall, we noted that the sized septic tank dimensioned in our study allows the efficient settling of wastewater which depends on the flow point ratio and useful settling surface area that must be lower than the upward speed that corresponds to 0.8 m/h. The sizing of the septic tank led us to obtain a useful capacity of 88 m~3 and a horizontal surface of 44 m~2 with a height of 2 m. The ratio between the flow of the wastewater received and the upward speed is 0.17 m/h and is significantly lower than the recommended speed. In addition, the station will be able to eliminate 80.418 of the Biochemical Oxygen Demand (BOD), 75.522 of the Chemical Oxygen Demand (COD), 92.385 of Suspended Solid (SS) and 43.427 of Nitrogen compounds.
机译:在我们的中心,大量的水用于浇灌和清洁教室,废水作为一种资源进行管理可能是一个真正的机会。本研究的主要目的是确定由化粪池和处理厂组成的废水处理系统的自然处理的有效性,该系统将安装在塞内加尔班贝的Alioune DiOP大学的Ngoundiane场地。总体而言,我们注意到,我们研究中尺寸的化粪池尺寸允许废水的有效沉淀,这取决于流点比和有用的沉降表面积,该表面积必须低于对应于 0.8 m/h 的上升速度。化粪池的尺寸使我们获得了 88 m~3 的有用容量和 44 m~2 的水平面和 2 m 的高度。接收的废水流量与上升速度之比为 0.17 m/h,明显低于推荐速度。此外,该站将能够消除80.418%的生化需氧量(BOD)、75.522%的化学需氧量(COD)、92.385%的悬浮固体(SS)和43.427%的氮化合物。

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