Influence of Urban Sprawl on Water Quality Parameters in River Rupingazi in Embu Municipality, Kenya

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It typically results to inefficient land use and environmental degradation as the urban areas spread outward beyond their planned boundaries. This study aimed to determine the influence of urban sprawl on water quality parameters of water along the Rupingazi River in Embu Municipality, Kenya. A sample of thirty water–soil samples were collected along the river in ten sampling points. Parameters such as temperature and pH were measured in-situ while other parameters were analyzed in the laboratory using standard water testing procedures. These included: Lead, Phosphates, Nitrates, TSL, TDS, Dissolved Oxygen, Turbidity and Electrical Conductivity. Ten key water quality parameters were tested. Mann-Whitney U test results showed that all parameters were statistically significant (< 0.001) between the municipality and catchment areas. Findings revealed that urban sprawl had markedly degraded water quality. Most parameters were higher in the urbanized municipality: lead increased from 0.00378 mg/L to 0.02296 mg/L (above WHO limits), phosphates from 1.8535 mg/L to 5.612 mg/L, nitrates from 0.3663 mg/L to 2.970 mg/L, and TSL from 40.8 mg/L to 250.4 mg/L. Electrical conductivity and turbidity also rose sharply, while DO declined from 10.53 mg/L to 4.94 mg/L, falling below NEMA standards. Pollution Index (PI) values similarly increased, with the Average Pollution Index (API) rising from 3.05 in the catchment to 12.98 in the municipality. The analysis revealed that water quality was significantly degraded in the urban municipality compared to the catchment area due to increased concentrations of pollutants such as lead, phosphates, nitrates, turbidity, and total suspended load, which are associated with urban runoff, waste disposal, and land-use changes caused by urban sprawl. The study recommended for stricter urban land use policies by the county government of Embu to curb the menace. Urban expansion Hydrological quality Ecosystem health Environmental degradation Figures Figure 1 Figure 2 1. Introduction Urban sprawl refers to uncontrolled expansion of urban areas beyond the specified area stipulated on the land use plan. Urbanization and the related phenomenon of urban sprawl are accelerating across the globe and are especially rapid in Africa, reshaping landscapes and generating complex environmental pressures on riverine ecosystems (United Nations, 2022; OECD/UN-Habitat, 2025). The conversion of vegetated and permeable land to impervious surfaces, reduces infiltration and groundwater recharge, and amplifies runoff volumes and peak flows to downstream rivers (Ongaga, 2024 ). These hydrological alterations interact with urban pollutant sources to produce urban stream syndrome, characterized by elevated sediments, higher conductivity and dissolved solids, nutrient enrichment, increased biochemical and chemical oxygen demand (Pang et al., 2023 ).Sub-Saharan Africa has been experiencing one of the fastest rates of urban expansion worldwide, with profound implications for secondary towns that are growing faster than local infrastructure and environmental management capacity (OECD/UN-Habitat, 2025; UN-Habitat, 2024 ). Embu county integrated development plan reveals a rapid shift toward urban living and accelerated housing and infrastructure development in non-metropolitan centers, contributing to peri-urban land conversion and pressure on water and sanitation services (Embu County Government, 2023 ). Riverine systems within urban and peri-urban landscapes perform multiple ecological and socio-economic functions: they provide water for domestic and productive uses, support biodiversity, offer recreational and cultural benefits, and act as conduits for assimilating and transporting excess nutrient and pollutant loads (Madureira et al., 2024 ). These services are jeopardized when land-use change and waste discharges exceed natural capacities. Recent regional assessments indicated that a substantial proportion of African rivers show elevated contaminant burdens where drainage networks intersect expanding urban footprints (Nkwasa et al., 2024 ; Jacobs et al., 2024 ). Urban activities generate a complex mix of stressors that alter physico-chemical water quality parameters. (EPA, n.d.; WHO, 2017; Omole, 2025 ). Stormwater flow across impervious surfaces mobilizes oils, metals and fine sediments that increase turbidity and TSS, while sewer leakage and direct discharge of domestic wastewater contribute organic matter and pathogens that reduce dissolved oxygen and pose human health risks (Ngatia, 2023 ).Studies of urban rivers such as the Ngong and Sosiani revealed spatial patterns of higher conductivity, nutrient enrichment and elevated turbidity in sections influenced by dense settlement, informal dumping and industrial activity (Ngatia, 2023 ). Previous studies in Embu underscores comparable concerns: hydrological assessments and county planning documents point to accelerating housing development, expanding small-scale industries and road infrastructure in the Embu–Rupingazi corridor, with the findings reporting elevated turbidity, increased nutrient loads and riparian encroachment along the Rupingazi River (Bonareri, 2017 ; Embu County Government CIDP, 2023). 2. METHODOLOGY 2.1 STUDY AREA The study was conducted in Embu Municipality in Embu County, Kenya, between Latitude 0 0 32 ’ 24’’& 0 0 32’46 ’’ South and Longitude 37°27 ’ 01’’ to 37 0 27’31 ’’ (Fig. 1 ). The Municipality occupies approximately an area of 80km 2 . It is approximately 150km North East of Nairobi. Embu County is positioned East of Mt. Kenya, whose summit passes across the southern border's periphery. The county is bounded to the North by Tharaka Nithi County and to the East, by Kirinyaga County . 2.2 Research design The study adopted a descriptive cross-sectional research design. This design was appropriate because it enabled the researcher to collect and analyze water quality data from different locations along the river at a single point in time and compare the conditions between urbanized and catchment area. The descriptive aspect involved measuring key physicochemical parameters of water, including temperature, pH, lead, phosphates, nitrates, total suspended load (TSL), total dissolved solids (TDS), dissolved oxygen (DO), turbidity, and electrical conductivity. The comparative component allowed the study to determine whether significant differences existed between the municipality and catchment sections of the river. This design therefore provided a reliable framework for assessing how urban expansion and associated land-use changes influence river water quality. 2.3 Sampling Procedure The study focused on the section of the Rupingazi River that flows through Embu Municipality and the upstream catchment area. These two zones were selected to allow comparison between urbanized sections affected by urban sprawl and relatively less disturbed upstream areas. A purposive sampling technique was used to identify ten sampling points along the river channel. The points were strategically selected based on: proximity to urban settlements and infrastructure, areas receiving urban runoff and waste discharge, relatively undisturbed upstream locations and accessibility and safety for sampling. The sampling points were distributed along the river to capture the spatial variation in water quality from the catchment area to the urban municipality. At each of the ten sampling points, three samples were collected, resulting in a total of thirty water–soil samples. This replication was intended to enhance reliability and reduce sampling errors. Water samples were collected using clean, sterilized sampling bottles. The bottles were rinsed with river water before sample collection to avoid contamination. Samples were taken at approximately 20–30 cm below the water surface to ensure that the water represented the main flow rather than surface contaminants. Soil samples were also collected from the riverbed near the sampling points using a clean sampling scoop and stored in labeled containers. Some parameters that could change rapidly with environmental conditions were measured directly in the field (in-situ) using portable meters. These included: Temperature and pH. The remaining water samples were preserved and transported to the laboratory for further analysis. The collected data were analyzed to determine variations in water quality parameters between the municipality and catchment areas. The Mann–Whitney U test was applied to determine whether differences in water quality parameters between the two zones were statistically significant. 2.4 Procedure for Measuring Water Quality Ten sampling points were identified along the Rupingazi River to represent municipality and catchment section. A total of thirty water–soil samples were collected from the ten sampling points along the river. At each point, three samples were taken to increase reliability and minimize sampling error. Temperature and pH parameters were measured directly in the field. Water samples intended for laboratory analysis were carefully sealed, labeled and stored in cool boxes to maintain their integrity during transportation. The samples were then transported to Chuka University laboratory for further analysis within the recommended holding period. Laboratory analysis was conducted using standard water testing procedures to determine the concentration of the remaining physicochemical parameters After obtaining laboratory results, the measured concentrations were compared with recommended water quality standards established by relevant environmental authorities such as the World Health Organization and the National Environment Management Authority. A Pollution Index (PI) was calculated to determine the extent of contamination at each sampling point. The Average Pollution Index (API) was then computed to summarize pollution levels for both the catchment and municipality sections. To determine whether urban sprawl significantly influenced water quality, the data were subjected to statistical analysis using the Mann–Whitney U test. This non-parametric test was applied to compare water quality parameters between the municipality and the upstream catchment areas. 3. RESULTS AND DISCUSSION 3.1. Spatial Extent of Urban Sprawl Along Rupingazi Riverine Ecosystem The study sought information on the extent of urban sprawl along the Rupingazi riverine ecosystem. The findings were presented on Fig. 2 The year 2019 was selected as a key reference period in the analysis of urban sprawl along the Rupingazi riverine ecosystem because it represents a stage when the influence of rapid urban expansion in Embu Municipality had become more pronounced. This period falls several years after the introduction of Kenya’s devolved governance system in 2013, which significantly accelerated socio-economic development and administrative growth at the municipality. By the year 2019, urban sprawl had intensified dramatically, with more built-up expansion along the Rupingazi riverine ecosystem. This is clearly shown on Fig. 2 by patches of maroon color along Rupingazi. The maroon color implies an increased rate of urban sprawl. The increased urban sprawl as revealed on Fig. 2 necessitated the need to analyze the influence of urban sprawl on water quality of River Rupingazi. 3.2. Influence of Urban Sprawl on Water Quality of River Rupingazi The study sought information on physical -chemical parameters along river Rupingazi. Table 1and 1 shows the comparison of parameter levels along the municipality with the catchment levels. The municipality levels were further compared with the Kenyan guidelines (KEBS and NEMA), world health organization (WHO) and United Nations Environmental Programs (UNEP) recommendations for riverine ecosystem. The summary findings were presented on Tables 2 and 3 Table 1 Influence of Urban Sprawl on Physical Properties Along Rupingazi Riverine Ecosystem Parameter Recommended Limits Catchment Average Level Municipality Average Level Temperature (°C) - 19.62 25.54 Turbidity (mg/L) 10.6 (KEBS) 10.6 255.9 Total Suspended Load (TSL) (mg/L) 30 (NEMA) 40.8 250.4 Total Dissolved Solids (TDS) (mg/L) 300–900 (NEMA) 48.2 395.6 Electric Conductivity (µS/cm) 200–800 (WHO) 75.7 567.2 Dissolved Oxygen (mg/L) 5.0 mg/L (NEMA 10.53 4.94 Table 1 presents the summary of physical parameters analyzed along the Rupingazi River within both the catchment and municipality sections. The results indicated notable variations in water quality between the two zones. Temperature values ranged from 19.62°C in the catchment area to 25.54°C within the municipality, showing a substantial rise downstream. Turbidity levels were markedly higher in the municipality (255.9 mg/L) compared to the catchment (10.6 mg/L), far exceeding the KEBS recommended limit of 10.6 mg/L. Similarly, Total Suspended Load (TSL) increased from 40.8 mg/L upstream to 250.4 mg/L in the urban section, surpassing the NEMA limit of 30 mg/L. Total Dissolved Solids (TDS) and Electrical Conductivity (EC) followed a similar trend, with municipality averages (395.6 mg/L and 567.2 µS/cm respectively) exceeding those in the catchment (48.2 mg/L and 75.7 µS/cm). Conversely, Dissolved Oxygen (DO) levels decreased from 10.53 mg/L in the catchment to 4.94 mg/L in the municipality, dropping below the NEMA guideline of 5.0 mg/L. The observed variations in physical parameters revealed the significant influence of urban sprawl on the Rupingazi Riverine ecosystem. The increase in temperature, turbidity, TSL, TDS, and EC within the municipality can be attributed to intensified human activities such as construction, impervious surface expansion, and effluent discharge associated with urban growth. Elevated turbidity and suspended solids indicate high sediment inflow, likely resulting from poor stormwater management and erosion from unplanned developments. The higher electrical conductivity and TDS suggested increased ionic concentration due to wastewater inflow and surface runoff carrying urban pollutants. The reduction in dissolved oxygen downstream reflects organic matter accumulation and reduced aeration from increased sediment load and pollutant presence. These results imply that urban sprawl had altered the river’s physical environment. Further the study sought information on the influence of urban sprawl on chemical properties along Rupingazi riverine ecosystem. The findings were presented on Table 2 . Table 2 Influence of Urban Sprawl on Chemical Parameters Along Rupingazi River Parameter Recommended Limits Catchment Average Level Municipality Average Level Lead (Pb²⁺) (mg/L) 0.01 mg/L (WHO) 0.00378 0.02296 Phosphate (PO₄³⁻) (mg/L) ≤ 0.1 (UNEP) 1.8535 5.612 Nitrate (NO₃⁻) (mg/L) 50 (WHO) 0.3663 2.9700 Ph 6.5–8.5 (WHO) 7.64 8.67 Table 2 shows the variations in chemical parameters of water quality along the Rupingazi River within the catchment and municipality zones. The concentration of Lead (Pb²⁺) was found to be 0.00378 mg/L in the catchment area and 0.02296 mg/L within the municipality, indicating a rise beyond the WHO permissible limit of 0.01 mg/L. Phosphate (PO₄³⁻) levels were significantly higher than the UNEP recommended limit of ≤ 0.1 mg/L, with average values of 1.8535 mg/L in the catchment and 5.612 mg/L in the municipality. Nitrate (NO₃⁻) concentrations remained below the WHO guideline of 50 mg/L but still increased noticeably from 0.3663 mg/L upstream to 2.9700 mg/L downstream. The pH values were within the WHO acceptable range (6.5–8.5), although a slight increase was observed from 7.64 in the catchment to 8.67 within the municipality. The increase in chemical concentrations along the municipality stretch of the Rupingazi River reflects the growing influence of urban sprawl. Elevated lead levels indicated contamination likely originating from car battery repair juaka li, industrial discharges and runoff from urban surfaces containing metallic wastes. The high phosphate concentrations within the municipality suggest inputs from domestic wastewater, detergents, and agricultural runoff, all common in expanding urban environments. Although nitrate levels remained within permissible limits, their increase downstream points to nutrient enrichment from urban and peri-urban agriculture as well as sewage inflows. The slight rise in pH toward alkalinity may be linked to increased ionic loading from municipality effluents and detergents discharged into the river system. Collectively, these results demonstrated that urban sprawl within Embu Municipality had contributed to chemical pollution of the Rupingazi River. The study computed the pollution index (PI) by comparing the results between the municipality and the catchment areas along river Rupingazi. Pollution index (PI) was computed by dividing the measured concentration in either catchment area or municipality by the recommended limit. PI of less than I implied that the physical-chemical parameter exceeded the set standards by either the world health organization (WHO) or Kenya bureau of standards (KEBS). PI equal to 1 implied that the parameter was equal to the set guidelines. On the other hand, a PI of less than 1 implied that the parameter was within the guidelines (better than the limit). The study findings were presented on T Table 3 Comparison of Pollution Index in Municipality and Catchment Areas Parameter Catchment Avg Municipality Avg PI (Catchment) PI (Municipality Lead (Pb²⁺) (mg/L) 0.00378 0.02296 0.38 2.30 Phosphate (PO₄³⁻) (mg/L) 1.8535 5.612 18.53 56.12 Nitrate (NO₃⁻) (mg/L) 0.3663 2.97 0.007 0.06 Ph 7.64 8.67 1.00 1.02 Temperature (°C) 19.62 25.54 - - Total Suspended Load (mg/L) 40.8 250.4 1.36 8.35 Total Dissolved Load (mg/L) 48.2 395.6 0.05 0.44 Electric Conductivity (µS/cm) 75.7 567.2 - - Turbidity (mg/L) 10.6 255.9 1.00 24.14 Dissolved Oxygen (mg/L) 10.53 4.94 2.11 1.0 Average pollution Index (API) - - 3.05 12.98 The analysis of the physical–chemical parameters of the Rupingazi River Rupingazi revealed a clear contrast in pollution index between the catchment area and Embu municipality section. The average pollution index (API) for the catchment was approximately 3.05, indicating slight pollution, while that of the municipality was markedly higher at 12.98, pointing to heavy pollution, most likely due to the influence of urban sprawl. At the catchment, most parameters fell within acceptable limits, with exceptions such as phosphate (PI = 18.53) and suspended load (PI = 1.36) which elevated the pollution index. In contrast, the municipality section recorded significantly higher deviations from recommended limits. The most critical pollutants were phosphate (PI = 56.12), turbidity (PI = 24.14 ) , and total suspended solids (PI = 8.35), which indicated strong influence of urban sprawl on Rupingazi riverine ecosystem. The study findings mirrored with a previous study by Tau, (2021) in his study on pollution in Apies River who found higher pollution index in downstream than upstream. 4. CONCLUSION AND RECOMMENDATIONS This study examined the influence of urban sprawl on the physical and chemical properties of water along the Rupingazi Riverine ecosystem in Embu Municipality. The results revealed that rapid and unplanned urban expansion had significantly degraded river water quality, with most parameters such as lead, phosphate, nitrate, turbidity, total suspended load, and electrical conductivity recording higher concentrations in the municipality than in the upstream catchment. The decline in dissolved oxygen further indicated organic pollution and reduced ecological health. These findings confirmed that urban sprawl had intensified water contamination and disrupted the natural balance of the river ecosystem. The study underscores the urgent need for effective urban planning, enforcement of land-use zoning regulations, pollution control, and the adoption of green infrastructure and riparian restoration measures to safeguard the river system. Future studies should focus on long-term monitoring of spatial-temporal water quality. Declarations Author contributions Conceptualization: J.M, M.K. Writing-original draft: J.M, M.K, D.K B.R. Methodology: J.M, M.K, D.K B. R, Analysis: JM, Visualization: J.M, M.K, D.K B. R, Writing-Review and editing: B.R, M.C. Funding No funding was received for conducting this study. Declaration of Competing Interests The authors declare no conflict of interest Acknowledgement The authors of this article would like to sincerely thank the reviewers for their valuable time and expertise in offering insightful comments and constructive criticism to enhance the quality of this paper. Data availability statement The data used in this study are available upon reasonable request to the corresponding author. Ethics Statement This study was conducted in accordance with the ethical principles outlined in the Declaration of Helsinki (1964) and its subsequent amendments. Ethical approval was obtained from the Chuka University Ethics Review Committee, and research authorization was granted by the National Commission for Science, Technology and Innovation (NACOSTI). Informed consent was obtained from all participants prior to their inclusion in the study, and confidentiality of the data was strictly maintained. Informed Consent Statement Informed consent was obtained from all individual participants included in the study. Participants were informed about the purpose of the research, and their participation was voluntary. Consent for Publication Not applicable. The manuscript does not contain any individual person's identifiable data, images, or personal information that would require consent for publication. Therefore, consent for publication was not required. References American Public Health Association (APHA). American Water Works Association (AWWA), & Water Environment Federation (WEF). (2017). 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The Impact of Urban Sprawl on Environmental Pollution. Empirical Analysis from Large and Medium -Sized Cities of China. Int J Environ Res Public Health. 2021. 10.3390/ijerph18168650 . Additional Declarations No competing interests reported. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-9095115","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":616554785,"identity":"eaf25c35-9630-462e-90a0-4fc53c90ab89","order_by":0,"name":"JAMES MUTHOMI RIUNGU","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA9klEQVRIiWNgGAWjYBACxgYGBmYgzQNiPwDyDCDiB/BqYWyGaGFmNiBKC0hXM4RmZpMgSgvztDPmjwsqtskwSPcfq/i547AxfwPzww8MZ2xwWzE7x7B5xpnbPAwyh9lu9p45bCZxgM1YguFGGn4tvG1ALRLJbLcZ2w7bAN1kxsDw4TBxWopBWuQPsH8DavlPnBZmoBYzgwM8QFtu4PY/4+y0wtk8QL+wyRw2luxtSzc2PMxTLJFwJhmnFsPZyRs+81TctueXbnz44WebteG84+0bP3w4ZodbSwOUwSYBEwIlhgScGhgY5OEsCTyqRsEoGAWjYGQDAHu5UihNfttMAAAAAElFTkSuQmCC","orcid":"","institution":"Chuka University","correspondingAuthor":true,"prefix":"","firstName":"JAMES","middleName":"MUTHOMI","lastName":"RIUNGU","suffix":""},{"id":616554792,"identity":"d9852ac5-43cb-48b8-baf7-9d0077f24563","order_by":1,"name":"MOSES KATHURI NJERU","email":"","orcid":"","institution":"Chuka University","correspondingAuthor":false,"prefix":"","firstName":"MOSES","middleName":"KATHURI","lastName":"NJERU","suffix":""}],"badges":[],"createdAt":"2026-03-11 13:38:40","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-9095115/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-9095115/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":106401770,"identity":"d7615c75-f159-48d0-83e8-bd68e4122e49","added_by":"auto","created_at":"2026-04-08 09:09:37","extension":"png","order_by":1,"title":"Figure 1","display":"","copyAsset":false,"role":"figure","size":555959,"visible":true,"origin":"","legend":"\u003cp\u003eLocation of Embu Municipality\u003c/p\u003e","description":"","filename":"floatimage1.png","url":"https://assets-eu.researchsquare.com/files/rs-9095115/v1/d910f7aa23dd9f70fdaa64db.png"},{"id":106119576,"identity":"fb65e16c-f4dd-4e5c-9dc4-538d729909c9","added_by":"auto","created_at":"2026-04-03 17:34:57","extension":"png","order_by":2,"title":"Figure 2","display":"","copyAsset":false,"role":"figure","size":865166,"visible":true,"origin":"","legend":"\u003cp\u003eNDBI Choropleth Map in 2019\u003c/p\u003e","description":"","filename":"floatimage2.png","url":"https://assets-eu.researchsquare.com/files/rs-9095115/v1/f46f9743f9c18e7cec498db8.png"},{"id":109206579,"identity":"2973789c-90ea-4f06-83de-ef408e47ec76","added_by":"auto","created_at":"2026-05-13 15:13:33","extension":"pdf","order_by":0,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":1568692,"visible":true,"origin":"","legend":"","description":"","filename":"manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-9095115/v1/39ff3855-15d3-4b00-8f50-db033d759935.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"\u003cp\u003eInfluence of Urban Sprawl on Water Quality Parameters in River Rupingazi in Embu Municipality, Kenya\u003c/p\u003e","fulltext":[{"header":"1. Introduction","content":"\u003cp\u003eUrban sprawl refers to uncontrolled expansion of urban areas beyond the specified area stipulated on the land use plan. Urbanization and the related phenomenon of urban sprawl are accelerating across the globe and are especially rapid in Africa, reshaping landscapes and generating complex environmental pressures on riverine ecosystems (United Nations, 2022; OECD/UN-Habitat, 2025). The conversion of vegetated and permeable land to impervious surfaces, reduces infiltration and groundwater recharge, and amplifies runoff volumes and peak flows to downstream rivers (Ongaga, \u003cspan citationid=\"CR36\" class=\"CitationRef\"\u003e2024\u003c/span\u003e). These hydrological alterations interact with urban pollutant sources to produce urban stream syndrome, characterized by elevated sediments, higher conductivity and dissolved solids, nutrient enrichment, increased biochemical and chemical oxygen demand (Pang et al., \u003cspan citationid=\"CR40\" class=\"CitationRef\"\u003e2023\u003c/span\u003e).Sub-Saharan Africa has been experiencing one of the fastest rates of urban expansion worldwide, with profound implications for secondary towns that are growing faster than local infrastructure and environmental management capacity (OECD/UN-Habitat, 2025; UN-Habitat, \u003cspan citationid=\"CR42\" class=\"CitationRef\"\u003e2024\u003c/span\u003e). Embu county integrated development plan reveals a rapid shift toward urban living and accelerated housing and infrastructure development in non-metropolitan centers, contributing to peri-urban land conversion and pressure on water and sanitation services (Embu County Government, \u003cspan citationid=\"CR5\" class=\"CitationRef\"\u003e2023\u003c/span\u003e).\u003c/p\u003e \u003cp\u003eRiverine systems within urban and peri-urban landscapes perform multiple ecological and socio-economic functions: they provide water for domestic and productive uses, support biodiversity, offer recreational and cultural benefits, and act as conduits for assimilating and transporting excess nutrient and pollutant loads (Madureira et al., \u003cspan citationid=\"CR21\" class=\"CitationRef\"\u003e2024\u003c/span\u003e). These services are jeopardized when land-use change and waste discharges exceed natural capacities. Recent regional assessments indicated that a substantial proportion of African rivers show elevated contaminant burdens where drainage networks intersect expanding urban footprints (Nkwasa et al., \u003cspan citationid=\"CR29\" class=\"CitationRef\"\u003e2024\u003c/span\u003e; Jacobs et al., \u003cspan citationid=\"CR13\" class=\"CitationRef\"\u003e2024\u003c/span\u003e). Urban activities generate a complex mix of stressors that alter physico-chemical water quality parameters. (EPA, n.d.; WHO, 2017; Omole, \u003cspan citationid=\"CR35\" class=\"CitationRef\"\u003e2025\u003c/span\u003e). Stormwater flow across impervious surfaces mobilizes oils, metals and fine sediments that increase turbidity and TSS, while sewer leakage and direct discharge of domestic wastewater contribute organic matter and pathogens that reduce dissolved oxygen and pose human health risks (Ngatia, \u003cspan citationid=\"CR28\" class=\"CitationRef\"\u003e2023\u003c/span\u003e).Studies of urban rivers such as the Ngong and Sosiani revealed spatial patterns of higher conductivity, nutrient enrichment and elevated turbidity in sections influenced by dense settlement, informal dumping and industrial activity (Ngatia, \u003cspan citationid=\"CR28\" class=\"CitationRef\"\u003e2023\u003c/span\u003e). Previous studies in Embu underscores comparable concerns: hydrological assessments and county planning documents point to accelerating housing development, expanding small-scale industries and road infrastructure in the Embu\u0026ndash;Rupingazi corridor, with the findings reporting elevated turbidity, increased nutrient loads and riparian encroachment along the Rupingazi River (Bonareri, \u003cspan citationid=\"CR2\" class=\"CitationRef\"\u003e2017\u003c/span\u003e; Embu County Government CIDP, 2023).\u003c/p\u003e"},{"header":"2. METHODOLOGY","content":"\u003cdiv id=\"Sec3\" class=\"Section2\"\u003e \u003ch2\u003e2.1 STUDY AREA\u003c/h2\u003e \u003cp\u003eThe study was conducted in Embu Municipality in Embu County, Kenya, between Latitude 0\u003csup\u003e0\u003c/sup\u003e32\u003csup\u003e\u0026rsquo;\u003c/sup\u003e24\u0026rsquo;\u0026rsquo;\u0026amp; 0\u003csup\u003e0\u003c/sup\u003e32\u0026rsquo;46\u003csup\u003e\u0026rsquo;\u0026rsquo;\u003c/sup\u003e South and Longitude 37\u0026deg;27\u003csup\u003e\u0026rsquo;\u003c/sup\u003e01\u0026rsquo;\u0026rsquo; to 37\u003csup\u003e0\u003c/sup\u003e27\u0026rsquo;31\u003csup\u003e\u0026rsquo;\u0026rsquo;\u003c/sup\u003e (Fig.\u0026nbsp;\u003cspan refid=\"Fig1\" class=\"InternalRef\"\u003e1\u003c/span\u003e). The Municipality occupies approximately an area of 80km\u003csup\u003e2\u003c/sup\u003e. It is approximately 150km North East of Nairobi. Embu County is positioned East of Mt. Kenya, whose summit passes across the southern border's periphery. The county is bounded to the North by Tharaka Nithi County and to the East, by Kirinyaga County\u003c/p\u003e \u003cp\u003e.\u003c/p\u003e \u003cp\u003e \u003c/p\u003e \u003c/div\u003e \u003cdiv id=\"Sec4\" class=\"Section2\"\u003e \u003ch2\u003e2.2 Research design\u003c/h2\u003e \u003cp\u003eThe study adopted a descriptive cross-sectional research design. This design was appropriate because it enabled the researcher to collect and analyze water quality data from different locations along the river at a single point in time and compare the conditions between urbanized and catchment area. The descriptive aspect involved measuring key physicochemical parameters of water, including temperature, pH, lead, phosphates, nitrates, total suspended load (TSL), total dissolved solids (TDS), dissolved oxygen (DO), turbidity, and electrical conductivity. The comparative component allowed the study to determine whether significant differences existed between the municipality and catchment sections of the river. This design therefore provided a reliable framework for assessing how urban expansion and associated land-use changes influence river water quality.\u003c/p\u003e \u003c/div\u003e \u003cdiv id=\"Sec5\" class=\"Section2\"\u003e \u003ch2\u003e2.3 Sampling Procedure\u003c/h2\u003e \u003cp\u003eThe study focused on the section of the Rupingazi River that flows through Embu Municipality and the upstream catchment area. These two zones were selected to allow comparison between urbanized sections affected by urban sprawl and relatively less disturbed upstream areas. A purposive sampling technique was used to identify ten sampling points along the river channel. The points were strategically selected based on: proximity to urban settlements and infrastructure, areas receiving urban runoff and waste discharge, relatively undisturbed upstream locations and accessibility and safety for sampling.\u003c/p\u003e \u003cp\u003eThe sampling points were distributed along the river to capture the spatial variation in water quality from the catchment area to the urban municipality. At each of the ten sampling points, three samples were collected, resulting in a total of thirty water\u0026ndash;soil samples. This replication was intended to enhance reliability and reduce sampling errors. Water samples were collected using clean, sterilized sampling bottles. The bottles were rinsed with river water before sample collection to avoid contamination. Samples were taken at approximately 20\u0026ndash;30 cm below the water surface to ensure that the water represented the main flow rather than surface contaminants. Soil samples were also collected from the riverbed near the sampling points using a clean sampling scoop and stored in labeled containers.\u003c/p\u003e \u003cp\u003eSome parameters that could change rapidly with environmental conditions were measured directly in the field (in-situ) using portable meters. These included: Temperature and pH. The remaining water samples were preserved and transported to the laboratory for further analysis.\u003c/p\u003e \u003cp\u003eThe collected data were analyzed to determine variations in water quality parameters between the municipality and catchment areas. The Mann\u0026ndash;Whitney U test was applied to determine whether differences in water quality parameters between the two zones were statistically significant.\u003c/p\u003e \u003c/div\u003e \u003cdiv id=\"Sec6\" class=\"Section2\"\u003e \u003ch2\u003e2.4 Procedure for Measuring Water Quality\u003c/h2\u003e \u003cp\u003eTen sampling points were identified along the Rupingazi River to represent municipality and catchment section. A total of thirty water\u0026ndash;soil samples were collected from the ten sampling points along the river. At each point, three samples were taken to increase reliability and minimize sampling error. Temperature and pH parameters were measured directly in the field. Water samples intended for laboratory analysis were carefully sealed, labeled and stored in cool boxes to maintain their integrity during transportation. The samples were then transported to Chuka University laboratory for further analysis within the recommended holding period. Laboratory analysis was conducted using standard water testing procedures to determine the concentration of the remaining physicochemical parameters After obtaining laboratory results, the measured concentrations were compared with recommended water quality standards established by relevant environmental authorities such as the World Health Organization and the National Environment Management Authority.\u003c/p\u003e \u003cp\u003eA Pollution Index (PI) was calculated to determine the extent of contamination at each sampling point. The Average Pollution Index (API) was then computed to summarize pollution levels for both the catchment and municipality sections. To determine whether urban sprawl significantly influenced water quality, the data were subjected to statistical analysis using the Mann\u0026ndash;Whitney U test. This non-parametric test was applied to compare water quality parameters between the municipality and the upstream catchment areas.\u003c/p\u003e \u003c/div\u003e"},{"header":"3. RESULTS AND DISCUSSION","content":"\u003cdiv id=\"Sec8\" class=\"Section2\"\u003e \u003ch2\u003e3.1. Spatial Extent of Urban Sprawl Along Rupingazi Riverine Ecosystem\u003c/h2\u003e \u003cp\u003eThe study sought information on the extent of urban sprawl along the Rupingazi riverine ecosystem. The findings were presented on Fig.\u0026nbsp;\u003cspan refid=\"Fig2\" class=\"InternalRef\"\u003e2\u003c/span\u003e\u003c/p\u003e \u003cp\u003e \u003c/p\u003e \u003cp\u003eThe year 2019 was selected as a key reference period in the analysis of urban sprawl along the Rupingazi riverine ecosystem because it represents a stage when the influence of rapid urban expansion in Embu Municipality had become more pronounced. This period falls several years after the introduction of Kenya\u0026rsquo;s devolved governance system in 2013, which significantly accelerated socio-economic development and administrative growth at the municipality. By the year 2019, urban sprawl had intensified dramatically, with more built-up expansion along the Rupingazi riverine ecosystem. This is clearly shown on Fig.\u0026nbsp;\u003cspan refid=\"Fig2\" class=\"InternalRef\"\u003e2\u003c/span\u003e by patches of maroon color along Rupingazi. The maroon color implies an increased rate of urban sprawl. The increased urban sprawl as revealed on Fig.\u0026nbsp;\u003cspan refid=\"Fig2\" class=\"InternalRef\"\u003e2\u003c/span\u003e necessitated the need to analyze the influence of urban sprawl on water quality of River Rupingazi.\u003c/p\u003e \u003c/div\u003e \u003cdiv id=\"Sec9\" class=\"Section2\"\u003e \u003ch2\u003e3.2. Influence of Urban Sprawl on Water Quality of River Rupingazi\u003c/h2\u003e \u003cp\u003eThe study sought information on physical -chemical parameters along river Rupingazi. Table\u0026nbsp;1and 1 shows the comparison of parameter levels along the municipality with the catchment levels. The municipality levels were further compared with the Kenyan guidelines (KEBS and NEMA), world health organization (WHO) and United Nations Environmental Programs (UNEP) recommendations for riverine ecosystem. The summary findings were presented on Tables\u0026nbsp;\u003cspan refid=\"Tab2\" class=\"InternalRef\"\u003e2\u003c/span\u003e and \u003cspan refid=\"Tab3\" class=\"InternalRef\"\u003e3\u003c/span\u003e\u003c/p\u003e \u003cp\u003e \u003cdiv class=\"gridtable\"\u003e\u003ctable float=\"Yes\" id=\"Tab1\" border=\"1\"\u003e \u003ccaption language=\"En\"\u003e \u003cdiv class=\"CaptionNumber\"\u003eTable 1\u003c/div\u003e \u003cdiv class=\"CaptionContent\"\u003e \u003cp\u003eInfluence of Urban Sprawl on Physical Properties Along Rupingazi Riverine Ecosystem\u003c/p\u003e \u003c/div\u003e \u003c/caption\u003e \u003ccolgroup cols=\"4\"\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c1\" colnum=\"1\"\u003e\u003c/div\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c2\" colnum=\"2\"\u003e\u003c/div\u003e \u003cdiv align=\"char\" char=\".\" class=\"colspec\" colname=\"c3\" colnum=\"3\"\u003e\u003c/div\u003e \u003cdiv align=\"char\" char=\".\" class=\"colspec\" colname=\"c4\" colnum=\"4\"\u003e\u003c/div\u003e \u003cthead\u003e \u003ctr\u003e \u003cth align=\"left\" colname=\"c1\"\u003e \u003cp\u003eParameter\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c2\"\u003e \u003cp\u003eRecommended Limits\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c3\"\u003e \u003cp\u003eCatchment Average Level\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c4\"\u003e \u003cp\u003eMunicipality Average Level\u003c/p\u003e \u003c/th\u003e \u003c/tr\u003e \u003c/thead\u003e \u003ctbody\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTemperature (\u0026deg;C)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e19.62\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e25.54\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTurbidity (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e10.6 (KEBS)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e10.6\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e255.9\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTotal Suspended Load (TSL) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e30 (NEMA)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e40.8\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e250.4\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTotal Dissolved Solids (TDS) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e300\u0026ndash;900 (NEMA)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e48.2\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e395.6\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eElectric Conductivity (\u0026micro;S/cm)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e200\u0026ndash;800 (WHO)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e75.7\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e567.2\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eDissolved Oxygen (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e5.0 mg/L (NEMA\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e10.53\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e4.94\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003c/tbody\u003e \u003c/colgroup\u003e \u003c/table\u003e\u003c/div\u003e \u003c/p\u003e \u003cp\u003eTable\u0026nbsp;\u003cspan refid=\"Tab1\" class=\"InternalRef\"\u003e1\u003c/span\u003e presents the summary of physical parameters analyzed along the Rupingazi River within both the catchment and municipality sections. The results indicated notable variations in water quality between the two zones. Temperature values ranged from 19.62\u0026deg;C in the catchment area to 25.54\u0026deg;C within the municipality, showing a substantial rise downstream. Turbidity levels were markedly higher in the municipality (255.9 mg/L) compared to the catchment (10.6 mg/L), far exceeding the KEBS recommended limit of 10.6 mg/L. Similarly, Total Suspended Load (TSL) increased from 40.8 mg/L upstream to 250.4 mg/L in the urban section, surpassing the NEMA limit of 30 mg/L. Total Dissolved Solids (TDS) and Electrical Conductivity (EC) followed a similar trend, with municipality averages (395.6 mg/L and 567.2 \u0026micro;S/cm respectively) exceeding those in the catchment (48.2 mg/L and 75.7 \u0026micro;S/cm). Conversely, Dissolved Oxygen (DO) levels decreased from 10.53 mg/L in the catchment to 4.94 mg/L in the municipality, dropping below the NEMA guideline of 5.0 mg/L.\u003c/p\u003e \u003cp\u003eThe observed variations in physical parameters revealed the significant influence of urban sprawl on the Rupingazi Riverine ecosystem. The increase in temperature, turbidity, TSL, TDS, and EC within the municipality can be attributed to intensified human activities such as construction, impervious surface expansion, and effluent discharge associated with urban growth. Elevated turbidity and suspended solids indicate high sediment inflow, likely resulting from poor stormwater management and erosion from unplanned developments. The higher electrical conductivity and TDS suggested increased ionic concentration due to wastewater inflow and surface runoff carrying urban pollutants. The reduction in dissolved oxygen downstream reflects organic matter accumulation and reduced aeration from increased sediment load and pollutant presence. These results imply that urban sprawl had altered the river\u0026rsquo;s physical environment.\u003c/p\u003e \u003cp\u003eFurther the study sought information on the influence of urban sprawl on chemical properties along Rupingazi riverine ecosystem. The findings were presented on Table\u0026nbsp;\u003cspan refid=\"Tab2\" class=\"InternalRef\"\u003e2\u003c/span\u003e.\u003c/p\u003e \u003cp\u003e \u003cdiv class=\"gridtable\"\u003e\u003ctable float=\"Yes\" id=\"Tab2\" border=\"1\"\u003e \u003ccaption language=\"En\"\u003e \u003cdiv class=\"CaptionNumber\"\u003eTable 2\u003c/div\u003e \u003cdiv class=\"CaptionContent\"\u003e \u003cp\u003e\u003cspan type=\"Underline\" class=\"Underline\" name=\"Emphasis\"\u003eInfluence of Urban Sprawl on Chemical Parameters Along Rupingazi River\u003c/span\u003e\u003c/p\u003e \u003c/div\u003e \u003c/caption\u003e \u003ccolgroup cols=\"4\"\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c1\" colnum=\"1\"\u003e\u003c/div\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c2\" colnum=\"2\"\u003e\u003c/div\u003e \u003cdiv align=\"char\" char=\".\" class=\"colspec\" colname=\"c3\" colnum=\"3\"\u003e\u003c/div\u003e \u003cdiv align=\"char\" char=\".\" class=\"colspec\" colname=\"c4\" colnum=\"4\"\u003e\u003c/div\u003e \u003cthead\u003e \u003ctr\u003e \u003cth align=\"left\" colname=\"c1\"\u003e \u003cp\u003eParameter\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c2\"\u003e \u003cp\u003eRecommended Limits\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c3\"\u003e \u003cp\u003eCatchment Average Level\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c4\"\u003e \u003cp\u003eMunicipality Average Level\u003c/p\u003e \u003c/th\u003e \u003c/tr\u003e \u003c/thead\u003e \u003ctbody\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eLead (Pb\u0026sup2;⁺) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e0.01 mg/L (WHO)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e0.00378\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e0.02296\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003ePhosphate (PO₄\u0026sup3;⁻) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e\u0026le;\u0026thinsp;0.1 (UNEP)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e1.8535\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e5.612\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eNitrate (NO₃⁻) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e50 (WHO)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e0.3663\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e2.9700\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003ePh\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e6.5\u0026ndash;8.5 (WHO)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c3\"\u003e \u003cp\u003e7.64\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"char\" char=\".\" colname=\"c4\"\u003e \u003cp\u003e8.67\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003c/tbody\u003e \u003c/colgroup\u003e \u003c/table\u003e\u003c/div\u003e \u003c/p\u003e \u003cp\u003eTable\u0026nbsp;\u003cspan refid=\"Tab2\" class=\"InternalRef\"\u003e2\u003c/span\u003e shows the variations in chemical parameters of water quality along the Rupingazi River within the catchment and municipality zones. The concentration of Lead (Pb\u0026sup2;⁺) was found to be 0.00378 mg/L in the catchment area and 0.02296 mg/L within the municipality, indicating a rise beyond the WHO permissible limit of 0.01 mg/L. Phosphate (PO₄\u0026sup3;⁻) levels were significantly higher than the UNEP recommended limit of \u0026le;\u0026thinsp;0.1 mg/L, with average values of 1.8535 mg/L in the catchment and 5.612 mg/L in the municipality. Nitrate (NO₃⁻) concentrations remained below the WHO guideline of 50 mg/L but still increased noticeably from 0.3663 mg/L upstream to 2.9700 mg/L downstream. The pH values were within the WHO acceptable range (6.5\u0026ndash;8.5), although a slight increase was observed from 7.64 in the catchment to 8.67 within the municipality.\u003c/p\u003e \u003cp\u003eThe increase in chemical concentrations along the municipality stretch of the Rupingazi River reflects the growing influence of urban sprawl. Elevated lead levels indicated contamination likely originating from car battery repair \u003cem\u003ejuaka\u003c/em\u003eli, industrial discharges and runoff from urban surfaces containing metallic wastes. The high phosphate concentrations within the municipality suggest inputs from domestic wastewater, detergents, and agricultural runoff, all common in expanding urban environments. Although nitrate levels remained within permissible limits, their increase downstream points to nutrient enrichment from urban and peri-urban agriculture as well as sewage inflows. The slight rise in pH toward alkalinity may be linked to increased ionic loading from municipality effluents and detergents discharged into the river system. Collectively, these results demonstrated that urban sprawl within Embu Municipality had contributed to chemical pollution of the Rupingazi River.\u003c/p\u003e \u003cp\u003eThe study computed the pollution index (PI) by comparing the results between the municipality and the catchment areas along river Rupingazi. Pollution index (PI) was computed by dividing the measured concentration in either catchment area or municipality by the recommended limit. PI of less than I implied that the physical-chemical parameter exceeded the set standards by either the world health organization (WHO) or Kenya bureau of standards (KEBS). PI equal to 1 implied that the parameter was equal to the set guidelines. On the other hand, a PI of less than 1 implied that the parameter was within the guidelines (better than the limit). The study findings were presented on T\u003c/p\u003e \u003cp\u003e \u003cdiv class=\"gridtable\"\u003e\u003ctable float=\"Yes\" id=\"Tab3\" border=\"1\"\u003e \u003ccaption language=\"En\"\u003e \u003cdiv class=\"CaptionNumber\"\u003eTable 3\u003c/div\u003e \u003cdiv class=\"CaptionContent\"\u003e \u003cp\u003eComparison of Pollution Index in Municipality and Catchment Areas\u003c/p\u003e \u003c/div\u003e \u003c/caption\u003e \u003ccolgroup cols=\"5\"\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c1\" colnum=\"1\"\u003e\u003c/div\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c2\" colnum=\"2\"\u003e\u003c/div\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c3\" colnum=\"3\"\u003e\u003c/div\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c4\" colnum=\"4\"\u003e\u003c/div\u003e \u003cdiv align=\"left\" class=\"colspec\" colname=\"c5\" colnum=\"5\"\u003e\u003c/div\u003e \u003cthead\u003e \u003ctr\u003e \u003cth align=\"left\" colname=\"c1\"\u003e \u003cp\u003eParameter\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c2\"\u003e \u003cp\u003eCatchment Avg\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c3\"\u003e \u003cp\u003eMunicipality Avg\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c4\"\u003e \u003cp\u003ePI\u003c/p\u003e \u003cp\u003e(Catchment)\u003c/p\u003e \u003c/th\u003e \u003cth align=\"left\" colname=\"c5\"\u003e \u003cp\u003ePI (Municipality\u003c/p\u003e \u003c/th\u003e \u003c/tr\u003e \u003c/thead\u003e \u003ctbody\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eLead (Pb\u0026sup2;⁺) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e0.00378\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e0.02296\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e0.38\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e2.30\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003ePhosphate (PO₄\u0026sup3;⁻) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e1.8535\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e5.612\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e18.53\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e56.12\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eNitrate (NO₃⁻) (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e0.3663\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e2.97\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e0.007\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e0.06\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003ePh\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e7.64\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e8.67\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e1.00\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e1.02\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTemperature (\u0026deg;C)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e19.62\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e25.54\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTotal Suspended Load (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e40.8\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e250.4\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e1.36\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e8.35\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTotal Dissolved Load (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e48.2\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e395.6\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e0.05\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e0.44\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eElectric Conductivity (\u0026micro;S/cm)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e75.7\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e567.2\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eTurbidity (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e10.6\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e255.9\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e1.00\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e24.14\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eDissolved Oxygen (mg/L)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e10.53\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e4.94\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e2.11\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e1.0\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003ctr\u003e \u003ctd align=\"left\" colname=\"c1\"\u003e \u003cp\u003eAverage pollution Index (API)\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c2\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c3\"\u003e \u003cp\u003e-\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c4\"\u003e \u003cp\u003e3.05\u003c/p\u003e \u003c/td\u003e \u003ctd align=\"left\" colname=\"c5\"\u003e \u003cp\u003e12.98\u003c/p\u003e \u003c/td\u003e \u003c/tr\u003e \u003c/tbody\u003e \u003c/colgroup\u003e \u003c/table\u003e\u003c/div\u003e \u003c/p\u003e \u003cp\u003eThe analysis of the physical\u0026ndash;chemical parameters of the Rupingazi River Rupingazi revealed a clear contrast in pollution index between the catchment area and Embu municipality section. The average pollution index (API) for the catchment was approximately 3.05, indicating slight pollution, while that of the municipality was markedly higher at 12.98, pointing to heavy pollution, most likely due to the influence of urban sprawl. At the catchment, most parameters fell within acceptable limits, with exceptions such as phosphate (PI\u0026thinsp;=\u0026thinsp;18.53) and suspended load (PI\u0026thinsp;=\u0026thinsp;1.36) which elevated the pollution index. In contrast, the municipality section recorded significantly higher deviations from recommended limits. The most critical pollutants were phosphate (PI\u0026thinsp;=\u0026thinsp;56.12), turbidity (PI\u0026thinsp;=\u0026thinsp;24.14\u003cb\u003e)\u003c/b\u003e, and total suspended solids (PI\u0026thinsp;=\u0026thinsp;8.35), which indicated strong influence of urban sprawl on Rupingazi riverine ecosystem. The study findings mirrored with a previous study by Tau, (2021) in his study on pollution in Apies River who found higher pollution index in downstream than upstream.\u003c/p\u003e \u003c/div\u003e"},{"header":"4. CONCLUSION AND RECOMMENDATIONS","content":"\u003cp\u003eThis study examined the influence of urban sprawl on the physical and chemical properties of water along the Rupingazi Riverine ecosystem in Embu Municipality. The results revealed that rapid and unplanned urban expansion had significantly degraded river water quality, with most parameters such as lead, phosphate, nitrate, turbidity, total suspended load, and electrical conductivity recording higher concentrations in the municipality than in the upstream catchment. The decline in dissolved oxygen further indicated organic pollution and reduced ecological health. These findings confirmed that urban sprawl had intensified water contamination and disrupted the natural balance of the river ecosystem. The study underscores the urgent need for effective urban planning, enforcement of land-use zoning regulations, pollution control, and the adoption of green infrastructure and riparian restoration measures to safeguard the river system. Future studies should focus on long-term monitoring of spatial-temporal water quality.\u003c/p\u003e"},{"header":"Declarations","content":"\u003cp\u003e\u003cstrong\u003eAuthor contributions\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eConceptualization: J.M, M.K. Writing-original draft: J.M, M.K, D.K B.R. Methodology: J.M, M.K, D.K B. R, Analysis: JM, Visualization: J.M, M.K, D.K B. R, Writing-Review and editing: B.R, M.C.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eFunding \u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eNo funding was received for conducting this study.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eDeclaration of Competing Interests \u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe authors declare no conflict of interest \u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eAcknowledgement\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe authors of this article would like to sincerely thank the reviewers for their valuable time and expertise in offering insightful comments and constructive criticism to enhance the quality of this paper.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eData availability statement\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe data used in this study are available upon reasonable request to the corresponding author. \u003c/p\u003e\n\n\u003cp\u003e\u003cstrong\u003eEthics Statement\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThis study was conducted in accordance with the ethical principles outlined in the Declaration of Helsinki (1964) and its subsequent amendments. Ethical approval was obtained from the Chuka University Ethics Review Committee, and research authorization was granted by the National Commission for Science, Technology and Innovation (NACOSTI). Informed consent was obtained from all participants prior to their inclusion in the study, and confidentiality of the data was strictly maintained. \u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eInformed Consent Statement\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eInformed consent was obtained from all individual participants included in the study. Participants were informed about the purpose of the research, and their participation was voluntary.\u003c/p\u003e\n\n\u003cp\u003e\u003cstrong\u003eConsent for Publication\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eNot applicable. The manuscript does not contain any individual person\u0026apos;s identifiable data, images, or personal information that would require consent for publication. Therefore, consent for publication was not required.\u003c/p\u003e"},{"header":"References","content":"\u003col\u003e\u003cli\u003e\u003cspan\u003eAmerican Public Health Association (APHA). American Water Works Association (AWWA), \u0026amp; Water Environment Federation (WEF). (2017). \u003cem\u003eStandard methods for the examination of water and wastewater\u003c/em\u003e (23rd ed.). Washington, DC: American Public Health Association.\u003c/span\u003e\u003c/li\u003e \u003cli\u003e\u003cspan\u003eBonareri SP. 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Int J Environ Res Public Health. 2021. \u003cspan class=\"ExternalRef\"\u003e\u003cspan class=\"RefSource\"\u003e10.3390/ijerph18168650\u003c/span\u003e\u003cspan address=\"10.3390/ijerph18168650\" targettype=\"DOI\" class=\"RefTarget\"\u003e\u003c/span\u003e\u003c/span\u003e.\u003c/span\u003e\u003c/li\u003e\u003c/ol\u003e"}],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":true,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":false,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":false,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"Urban expansion, Hydrological quality, Ecosystem health, Environmental degradation","lastPublishedDoi":"10.21203/rs.3.rs-9095115/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-9095115/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eUrban sprawl refers to the uncontrolled or unplanned expansion of urban areas into the surrounding areas. It typically results to inefficient land use and environmental degradation as the urban areas spread outward beyond their planned boundaries. This study aimed to determine the influence of urban sprawl on water quality parameters of water along the Rupingazi River in Embu Municipality, Kenya. A sample of thirty water\u0026ndash;soil samples were collected along the river in ten sampling points. Parameters such as temperature and pH were measured in-situ while other parameters were analyzed in the laboratory using standard water testing procedures. These included: Lead, Phosphates, Nitrates, TSL, TDS, Dissolved Oxygen, Turbidity and Electrical Conductivity. Ten key water quality parameters were tested. Mann-Whitney U test results showed that all parameters were statistically significant (\u0026lt;\u0026thinsp;0.001) between the municipality and catchment areas. Findings revealed that urban sprawl had markedly degraded water quality. Most parameters were higher in the urbanized municipality: lead increased from 0.00378 mg/L to 0.02296 mg/L (above WHO limits), phosphates from 1.8535 mg/L to 5.612 mg/L, nitrates from 0.3663 mg/L to 2.970 mg/L, and TSL from 40.8 mg/L to 250.4 mg/L. Electrical conductivity and turbidity also rose sharply, while DO declined from 10.53 mg/L to 4.94 mg/L, falling below NEMA standards. Pollution Index (PI) values similarly increased, with the Average Pollution Index (API) rising from 3.05 in the catchment to 12.98 in the municipality. The analysis revealed that water quality was significantly degraded in the urban municipality compared to the catchment area due to increased concentrations of pollutants such as lead, phosphates, nitrates, turbidity, and total suspended load, which are associated with urban runoff, waste disposal, and land-use changes caused by urban sprawl. The study recommended for stricter urban land use policies by the county government of Embu to curb the menace.\u003c/p\u003e","manuscriptTitle":"Influence of Urban Sprawl on Water Quality Parameters in River Rupingazi in Embu Municipality, Kenya","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2026-04-03 17:34:53","doi":"10.21203/rs.3.rs-9095115/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true}}],"origin":"","ownerIdentity":"26dcf1ce-a451-48e5-8dda-88c356fb7ed2","owner":[],"postedDate":"April 3rd, 2026","published":true,"recentEditorialEvents":[{"type":"decision","content":"Rejected","date":"2026-05-12T05:49:20+00:00","index":"","fulltext":""}],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[],"tags":[],"updatedAt":"2026-05-12T05:58:14+00:00","versionOfRecord":[],"versionCreatedAt":"2026-04-03 17:34:53","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-9095115","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-9095115","identity":"rs-9095115","version":["v1"]},"buildId":"XKTyCvWXoU3ODBz1xrDgd","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}

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