Authors :
Nwogbu Peter; Dr. Yassin Osman; Dr. Stephen Ikporo; Mkpumah Emmanuel
Volume/Issue :
Volume 11 - 2026, Issue 3 - March
Google Scholar :
https://tinyurl.com/5fj4rwjp
Scribd :
https://tinyurl.com/2mn2fty5
DOI :
https://doi.org/10.38124/ijisrt/26mar1692
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
This paper evaluates how Bolton Wastewater Treatment Works (WWTW) influences the physicochemical water
quality of the River Irwell using an integrated multivariate statistical approach. Weekly grab samples were collected for
four weeks at three sites: upstream control, effluent discharge, and downstream recovery. Parameters measured includes
BOD5, dissolved oxygen, electrical conductivity, turbidity, pH, temperature, and flow conditions following APHA standard
methods with strict QA/QC procedures. Primary data were complemented by Environment Agency records, operator
discharge data, and CSO events. Data were standardized and analysed using descriptive statistics and multivariate methods
including.
The multivariate analysis showed distinct and statistically significant division of the upstream, effluent, and
downstream areas of sampling (PERMANOVA pseudo-F = 4.19, p = 0.005). Factor Analysis revealed two latent factors of
the most prominent result that explained 59.28 percent of the overall variance. Factor 1 was a great chemical gradient with
high positive loadings of EC (+0.82) and negative loadings of DO ( -0.96) and pH ( -0.81), which is in line with the effects of
treated wastewater effluent. A rather low loading of BOD5 (−0.26) demonstrated positive removal of biodegradable organic
matter during the treatment process and a minor contribution of turbidity to this main gradient. Factor 2 was an
independent process related to sediments and turbidity expressed the greatest positive loading to oxygen and organic
pollution dynamics (+0.55).
Biplot analysis showed clear zonal clustering: upstream samples were linked to oxygen-rich, low-conductivity
conditions; and effluent samples to oxygen-depleted, high-conductivity conditions; and downstream samples occupied an
intermediate position, indicating partial chemical recovery and sediment influence. Dissolved oxygen was the most sensitive
indicator of effluent impact, with mean depletion at the effluent site exceeding 55%, while electrical conductivity showed a
consistent downstream gradient. A weighted effluent impact index (EII) classified baseline, impacted, and recovering zones
without upstream false positives or effluent false negatives. Comparison of primary and secondary data showed differences
in BOD5 and pH but strong agreement in temperature, highlighting the need for harmonized monitoring standards.
Keywords :
River Irwell; Bolton Wastewater Treatment Works; Urban River Pollution; Wastewater Effluent Impacts; Multivariate Statistical Analysis; Dissolved Oxygen; Electrical Conductivity.
References :
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- Datasets: https://drive.google.com/drive/folders/10F9PVaxYBg2PyFcQ5oN85do5yq7Zwgm8?usp=sharing
This paper evaluates how Bolton Wastewater Treatment Works (WWTW) influences the physicochemical water
quality of the River Irwell using an integrated multivariate statistical approach. Weekly grab samples were collected for
four weeks at three sites: upstream control, effluent discharge, and downstream recovery. Parameters measured includes
BOD5, dissolved oxygen, electrical conductivity, turbidity, pH, temperature, and flow conditions following APHA standard
methods with strict QA/QC procedures. Primary data were complemented by Environment Agency records, operator
discharge data, and CSO events. Data were standardized and analysed using descriptive statistics and multivariate methods
including.
The multivariate analysis showed distinct and statistically significant division of the upstream, effluent, and
downstream areas of sampling (PERMANOVA pseudo-F = 4.19, p = 0.005). Factor Analysis revealed two latent factors of
the most prominent result that explained 59.28 percent of the overall variance. Factor 1 was a great chemical gradient with
high positive loadings of EC (+0.82) and negative loadings of DO ( -0.96) and pH ( -0.81), which is in line with the effects of
treated wastewater effluent. A rather low loading of BOD5 (−0.26) demonstrated positive removal of biodegradable organic
matter during the treatment process and a minor contribution of turbidity to this main gradient. Factor 2 was an
independent process related to sediments and turbidity expressed the greatest positive loading to oxygen and organic
pollution dynamics (+0.55).
Biplot analysis showed clear zonal clustering: upstream samples were linked to oxygen-rich, low-conductivity
conditions; and effluent samples to oxygen-depleted, high-conductivity conditions; and downstream samples occupied an
intermediate position, indicating partial chemical recovery and sediment influence. Dissolved oxygen was the most sensitive
indicator of effluent impact, with mean depletion at the effluent site exceeding 55%, while electrical conductivity showed a
consistent downstream gradient. A weighted effluent impact index (EII) classified baseline, impacted, and recovering zones
without upstream false positives or effluent false negatives. Comparison of primary and secondary data showed differences
in BOD5 and pH but strong agreement in temperature, highlighting the need for harmonized monitoring standards.
Keywords :
River Irwell; Bolton Wastewater Treatment Works; Urban River Pollution; Wastewater Effluent Impacts; Multivariate Statistical Analysis; Dissolved Oxygen; Electrical Conductivity.