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Greywater Treatment by High Rate Algal Pond under Sahelian Conditions for Reuse in Irrigation

机译:萨赫勒条件下高速率藻池处理灰水可在灌溉中重复使用

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High Rate Algal Pond (HRAP) was constructed and operated using a mixer device to investigate its capability in treating greywater for reuse in gardening. Physico-chemical and microbiological parameters were monitored. With a hydraulic retention time of 7.5 days and a solid retention time of 20 days, the average removal efficiencies (ARE) were 69% and 62% for BODs and COD respectively. The ARE for NO_3~-, NH_4~+ and PO_4~(3-) were 23%, 52% and 43% respectively. The removal of suspended solids (SS) was unsatisfactory, which could be attributed to the low average algal settling efficiencies of 9.3% and 16.0% achieved after 30 and 60 minutes respectively. The ARE of fecal coliforms, Escherichia coli and enterococci were 2.65, 3.14 and 3.17 log units respectively. In view of the results, the HRAP technology could be adapted for greywater treatment in sahelian regions. However, further studies on the diversity of the algal species growing in the HRAP unit are necessary in order to increase the removal of SS. Hazards of a reuse of the effluents are discussed on the basis of the various qualitative parameters. The residual content off. coli was varying from <1 to 1.77 × 10~4 CFU per 100 mL. Based on WHO guidelines for greywater reuse in irrigation, the effluents could be used for restricted irrigation (E. coli < 10~5 CFU per 100 mL). Furthermore, the reuse potential is discussed on the basis of FAO guidelines using SAR (3.03 to 4.11), electrical conductivity (482 to 4500 μS/cm) and pH values (6.45 to 8.6).
机译:使用混合器设备构建并运行了高速率藻类池塘(HRAP),以研究其处理灰水以在园艺中重复使用的能力。监测理化和微生物参数。水力停留时间为7.5天,固体停留时间为20天,BOD和COD的平均去除效率(ARE)分别为69%和62%。 NO_3〜-,NH_4〜+和PO_4〜(3-)的ARE分别为23%,52%和43%。悬浮固体(SS)的去除效果不理想,这可能是由于30分钟和60分钟后平均藻类沉降效率较低,分别为9.3%和16.0%。粪大肠菌,大肠埃希菌和肠球菌的ARE分别为2.65、3.14和3.17 log单位。根据结果​​,HRAP技术可适用于萨赫勒地区的灰水处理。但是,有必要进一步研究在HRAP单元中生长的藻类物种的多样性,以增加对SS的去除。基于各种定性参数,讨论了废水回用的危害。残留物脱落。每100 mL大肠杆菌的变化范围从<1到1.77×10〜4 CFU。根据WHO关于灌溉中回用水的指导原则,废水可用于限制性灌溉(大肠杆菌每100 mL <10〜5 CFU)。此外,根据粮农组织使用SAR(3.03至4.11),电导率(482至4500μS/ cm)和pH值(6.45至8.6)的准则讨论了重用潜力。

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