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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Article
Author(s)
Godfrey Wafula1, Mwakio Tole2, Najma Dharani3 and Stanley Nadir4
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DOI:10.17265/2162-5263/2020.06.004
Affiliation(s)
1. National Environment Management Authority (NEMA), Nairobi 67839-00200, Kenya
2. Pwani University, Kilifi 195-80108, Kenya
3. Kenyatta University, Nairobi 43844-00100, Kenya
4. Kenya Forestry Research Institute (KEFRI), Nairobi 20412-00200, Kenya
ABSTRACT
Information about effectiveness of a wastewater treatment plant is vital
in ensuring the quality of water discharged into water bodies and the
environment in general meet set standards. In this study, the performance of a
wastewater treatment plant located at the Export Processing Zone (EPZ) along
River Athi in Machakos County, Kenya was assessed because the final effluent
from the treatment plant is released into the river where water is used
downstream. Effectiveness of the plant was assessed through the reduction
percentage of pollutants between influent and effluent during the dry and wet
seasons. Samples of water were collected from the following points i.e. inlet,
outflow pool, outlet and along the river. The samples were analyzed for heavy
metals, Total Dissolved Solids (TDS),
Total Suspended Solids (TSS), Chemical Oxygen Demand (COD), Biological Oxygen Demand
(BOD), organic nitrogen, phosphate, color, temperature, pH, and total
coliforms. The resulting data was compared with the established standards.
Standard methodologies of laboratory analysis were employed as per Kenyan
regulations of 2006 on waste water treatment and discharge. From the results, the waste water treatment
plant was not effective in reducing nitrates, phosphates, TDS, TSS, color, and
heavy metals i.e. mercury, lead, selenium, copper and cadmium. The inefficiency
was more pronounced in rain season. Nitrates (-2.04%), phosphates (-66%),
mercury (-48%), lead (-48%), selenium (-2.29%) and copper (-9.75%) were high in
the effluent after treatment process during the rains than in the influent.
However, the treatment plant was effective in reducing Chemical Oxygen Demand
(COD) and Biological Oxygen Demand (BOD). Some parameters like pH,
conductivity, temperature, color and TSS were within
allowable values described by Kenyan and International standards for effluent
discharge into public waters. The study recommends expansion or
re-designing of the treatment plant and better monitoring of the sources or
types of wastewaters received at the plant for efficient and proper treatment
process. Further research required on the seasonal fluctuation of pollutants
along River Athi to reduce pollution of the waters. This should be coupled with
studying the role of river gradient in self-cleansing of the pollutants.
KEYWORDS
Efficiency, wastewater, treatment plant, pollution, River Athi, export processing zone.
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