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Design and sizing of a brewery wastewater treatment system in Douala, Cameroon: a technological solution for the protection of the environment in Sub-Saharan Africa

机译:喀麦隆杜阿拉啤酒厂污水处理系统的设计与尺寸:撒哈拉以南非洲保护环境的技术解决方案

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This article aims to design a wastewater treatment plant (WWTP) for brewery industry located in Douala-Cameroon (Central Africa) that can be applicable in Sub-Saharan Africa in similar affinity pattern. More specifically, to characterise wastewater, operate a technical choice for wastewater treatment and to design a WWTP infrastructures. Data were obtained through measurements of the flow of wastewater by the volumetric method and water quality data were collected at the outlet point of the brewery company by sampling and laboratory analysis using standard methods. The main results show that the Chemical Oxygen Demand-COD (1082 mg/l), the Biochemical Oxygen Demand-BOD_5 (466 mg/l), the amount of faecal coliforms and of total coliforms (respectively, 0.99 and 6.77 million UFC/100 ml) norms in wastewater are above the Cameroonians and World Health Organisation (WHO) standards for waste disposal. The treatment technology "bacterial bed" was considered the most suitable to treat the brewery wastewater. It has a rate of flow estimated at 2700 m~3 per day. The WWTP has seven components, including a sieve (meshes 0.5 cm), a deoiler (ventilation power 3400 Watts), a lamellate decanter (volume 1165 m~3), a bacterial bed (cloisonyl, height 2.5 m and surface 676 m~2), a second lamellate decanter with processing of calco-carbonic balance (Consumption CO_2 81.07 Nm~3, diameter 25 m), a bio-digester, a basin of disinfection (surface 338 m~2, rate of processing 0.65 g/m~3, flow of injection 121/h). The construction of this WWTP will enable the improvement of environmental protection around the company and hence, the city of Douala in Sub-Saharan Africa.
机译:本文旨在为位于Douara-Cameroon(中非)的啤酒厂行业设计一家废水处理厂(WWTP),可在类似的亲和力模式下适用于撒哈拉以南非洲。更具体地,为了表征废水,操作污水处理的技术选择,并设计WWTP基础设施。通过测量通过测量废水流量通过体积方法测量,通过使用标准方法采样和实验室分析在啤酒厂的出口点收集水质数据。主要结果表明,化学氧需求 - 鳕鱼(1082mg / L),生化氧需求-25(466 mg / L),粪便大肠的量和总大肠杆菌(分别为0.99和677万UFC / 100废水中的ML)规范高于喀麦隆人和世界卫生组织(WHO)废物处理标准。治疗技术“细菌床”被认为是治疗啤酒废水的最适合。它的流量估计为每天2700米〜3。 WWTP有七个部件,包括筛子(网格0.5厘米),碎油(通风电源3400瓦),层状滗析器(体积1165m〜3),细菌床(Cloisonyl,高度2.5米和表面676 m〜2 ),第二层状滗析器,加工CoCo - 碳膨胀(消耗CO_2 81.07nm〜3,直径25米),生物消化器,消毒盆(表面338m〜2,加工速率0.65g / m〜 3,注射流程121 / h)。该WWTP的建设将能够改善本公司周围的环境保护,因此,撒哈拉以南院杜阿拉市。

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