In this study, an extensive and methodical investigation was carried out to comprehend the different geochemical processes, factors governing the hydrochemical composition and water suitability for drinking, irrigation and industrial usage in the Periyar River Basin (PRB). A total of 300 samples were collected from the mainstream, tributaries and dams of the river during PREM (Pre-Monsoon), POM (Post Monsoon), NEM (North-East Monsoon) and SWM (South-West Monsoon). The results suggested that the cationic composition is chiefly characterized by the predominant presence of Ca2+ and Mg2+ while Cl dominates the anionic composition followed by HCO3-. The results identified transitional waters. Gibb's diagram revealed that the ionic composition dominance in the study area is influenced by the chemistry of the host rock rather than precipitation and evaporation. A comparatively greater pCO2 (>10−3.5 atm) shows an atmospheric disequilibrium in natural waterbodies due to both anthropogenic activities and input of baseflow to stream discharge. The Water Quality Index showed excellent (0–25) to unsuitable (>300) category during NEM, POM and PREM with significant spatial variation along the river. Integrated irrigational suitability indices illustrated the suitability of the samples for agricultural use, except for a few samples in the lowland region.

  • The ionic ratios were generally higher for the PREM season than NEM, SWM and POM. This might be due to the input of monsoon rainfall in the study area.

  • Despite variations in hydrochemical facies across seasons, a notable commonality is the presence of transitional waters throughout the riverine system.

  • Riverine pCO2 exceeded atmospheric levels, indicating the outgassing of CO2 from river water into the atmosphere.

One of the most valuable natural resources that humans have access to is water. The quality of this resource is completely influenced by the surrounding environment, how it is used, treated, and reused as needed, as well as by human activities including mining, domestic, industrial, and agricultural processes. The need for clean water has surged dramatically worldwide driven by a rapid population boom. Access to clean water resources is an indispensable requirement to meet the drinking and irrigational necessities of a region or a nation. However, increasing pollution in surface waterways in both developed and developing nations has a detrimental effect on the availability of this clean water (Bhutiani et al. 2016; Omonona et al. 2019). The management of sustainable water resources is largely hampered in developing nations by water contamination and scarcity. Although the World Health Organization (WHO 2017) has guidelines for water quality measurements, most countries witness a continuing rise in water pollution from various sources. The primary causes of the decline in surface water quality are nutrient pollution linked to agricultural production and discharge from industry, agriculture, and sewerage. Furthermore, natural variables (such as the amount, frequency, and severity of rainfall, quantity, kind, and topography of the vegetation, landscape, soil, and river discharge) also contribute to deterioration of water quality. According to numerous studies (Sundaray et al. 2006; Dessu et al. 2014; Garaba & Zielinski 2015; Aliyu et al. 2020; Achite et al. 2024; Chianeh et al. 2024), many freshwater bodies are being distressed and contaminated, leading to alterations in the water quality, hydrologic regime and biodiversity of aquatic systems. Environmental sustainability and public health are both significantly influenced by the quality of the water.

According to estimates from the Union Ministry of Water Resources, water demand will surge from 813 billion cubic meters (BCMs) in 2010 to 1,093 billion BCMs in 2025. Approximately 76 million individuals in India face a lack of access to safe water, as reported by the WaterAid India Country Strategy 2016–2021. The research also stated that diarrheal illnesses brought on by contaminated water claim the lives of nearly 140,000 children under the age of 5 years. According to World Bank estimates, contaminated water is responsible for 21% of communicable diseases in India. As a result, in most nations, water degradation has emerged as a critical and dangerous environmental concern. Maintaining the integrity of aquatic ecosystems and human health depends on periodic observation and evaluation of the water quality. To enhance the quality of India's air and water, the Central Pollution Control Board (CPCB) and State Pollution Control Board (SPCB) make sure that these environmental laws are upheld and implemented.

Since the quality of river waters has a profound effect on river environment management, ecologists and water resource managers are particularly interested in understanding the different sources, processes, and pathways that regulate it. The interactions among physical, chemical, and biological systems in a catchment are collectively manifested in the dissolved chemical load present in river water. Consequently, an analysis of the hydrogeochemistry of a river basin can unveil a wealth of information regarding the circulation of dissolved elements within the continent–river–ocean system, including insights into the rate and pattern of chemical weathering processes (Hu et al. 2004; Moon & Kim 2021).

In the Indian context, several studies established the geochemical budget as a result of catchment weathering in large river systems and elucidated the dissolved ionic flux in the Himalayan and Peninsular rivers (Thomas et al. 2015a). Several researchers also studied the hydrochemical differences in a number of the southern Western Ghats' small and medium-sized rivers. Rivers in tropical mountainous environments should be examined from such a perspective because observations indicate that tropical climates enhance both rock weathering and landscape depletion (Thomas 2015b). However, there exists a notable gap in the understanding regarding the hydrochemistry of the isolated mountain river basins situated in the southern Western Ghats. These basins are distinguished by their reduced basin size, homogenous lithology and conspicuous but incomplete human signatures. Moreover, climate change has a significant impact on tropical mountain fluvial-hydro systems, so it is imperative to continuously evaluate the hydrochemical composition of mountain rivers.

Kerala, a state in southwest India, is endowed with 44 rivers and approximately 3,000 mm of annual precipitation. Due to the steep slope of the study area toward the sea, most of the water from the rivers rapidly flows into the Arabian Sea. The quality of river water has become a concern for the people of Kerala due to factors such as urbanization, developmental activities, population growth and altered land use patterns. The ecologically fragile Periyar River not only serves as the primary source of drinking water but also provides water for domestic, agricultural and industrial development.

A detailed and systematic hydrogeological study of the whole basin is still lacking as per the literature while region-specific studies have been conducted. Khalid et al. (2018) reported on the emerging pollutants in the Periyar River in the lowland region, Ayyappan Vasantha et al. (2022) studied the remediation of polluted water quality as an impact of flood from ten sampling stations in Periyar with natural fibers; Singh et al. (2022) studied the reconstruction of extreme flood events by integrated real-time and probabilistic flood modeling in Periyar. Sudheer et al. (2019) investigated on the effects of dams on 2018 Kerala floods. A few studies were focused on the saline water intrusion in the Periyar lowland regions (Kumar et al. 2015; Damodaran & Balakrishnan 2018), effect of COVID-19 lockdown on the industrial belt in Eloor-Edayar region (Aditya et al. 2023), effect of 2018 Kerala floods on the Periyar lowland groundwater systems (Krishnakumar et al. 2022), soil geochemistry (Krishnakumar et al. 2021, 2023), environmental impact of quarrying (John et al. 2014; Vandana et al. 2020), environmental impact of sand mining from the in-stream and floodplain areas (Sreebha & Padmalal 2011), textural characteristics of sediments (Paul 2001; Arun et al. 2019), surface water quality (Maya et al. 2007; Jency et al. 2015; Mahesh & Prasanth 2015), sea level changes on the groundwater quality along the coast of Ernakulam district (Sreekesh et al. 2018), changes in rainfall pattern (Sreelash et al. 2018), morphometric studies (Jaganathan et al. 2015), land cover landuse changes (Jacob & Dwarakish 2015; Jency et al. 2015), delineation of paleochannels estimation using remote sensing and resistivity (Priju et al. 2018), simulation studies of flood along Periyar basin (Vijayan et al. 2021), isotopic investigations on moisture recycling and evaporation (Saranya et al. 2021) and the effect of reservoirs and drought on water cycle dynamics (Saranya et al. 2020).

A comprehensive sampling of a river is essential for meaningful insights into the regions causing problems within a river system, as activities in the upper catchments are reflected downstream. To date, no extensive study has examined the entire stretch of the Periyar River, from highlands to lowlands, concerning its suitability for drinking and irrigation. This study aims to address this research gap through a detailed and extensive investigation of the spatiotemporal variations, geochemical processes, factors governing hydrochemical composition, and water suitability in the Periyar River Basin (PRB), which was severely impacted during the 2018 Kerala Floods. Given that the river serves as a principal source for rural and urban water supply schemes, the importance of this study is further underscored. The findings will provide a valuable data repository and a framework for tool selection for future research, aiding urban planners, legislators, and environmental managers in effective river basin management. This is particularly significant for the Periyar River, being one of the largest and most important rivers in Kerala, hosting several dams and reservoirs for drinking, irrigation and electricity generation.

Situated on the southernmost region of India's west coast, the state of Kerala is bordered to the east by the Western Ghats and to the west by the Arabian Sea. Indian Summer Monsoon Rains often begin over the Kerala coast and therefore the state receives the highest monsoon rainfall. The mean annual rainfall of Kerala is nearly 3,000 mm, with notable regional variations within the state. The months of June and July account for the majority of this precipitation, contributing roughly 50% of the total rainfall.

River Periyar, known as the ‘Lifeline of Kerala’, is the longest perennial river in Kerala (244 km) with the largest discharge potential covering a catchment area of 5,398 sq. km. It is the second-largest river basin in Kerala and drains portions of the Idukki, Ernakulam and Thrissur districts (Figure 1). The river serves as a major drinking and irrigational water source to a population of more than 4,391,362 people (Census 2011, https://censusindia.gov.in/, accessed on 1 May 2023). The basin resembles an inverted ‘L,’ shape with its widest point at the intersection. Mullayar, Cheruthoni Ar, Muthirapuzha, Perinjankutty Ar, and Idamalayar are some of the major tributaries and the major reservoirs (Table 1) include: Mullaperiyar Dam (capacity: 443.23 × 106 m3), Idukki Dam (capacity: 5,550 × 106 m3), Idamalayar Dam (capacity: 1,089 × 106 m3) (https://www.kseb.in/, accessed on 15 February 2019). The basin generally has a dendritic drainage pattern. The majority of the upstream tributaries pass through steep slopes and deep gorges and the slope of the PRB has been categorized into four classes 0–2%, 2–8%, 8– 16%, and above 16% (Sadhwani et al. 2023). Precambrian crystalline rocks, Tertiary formations, and Quaternary deposits are among the three main geological formations of PRB (Krishnakumar et al. 2022). The crystallines are composed of quartz-feldspar-hypersthene granulites (charnockites), charnockite gneiss, hypersthene-diopside gneiss, hornblende gneiss, hornblende-biotite gneiss, quartz-mica gneiss and pink granite (Krishnakumar et al. 2023). With distinct wet and dry seasons, the river basin experiences a tropical humid environment. The rainfall in the basin is dual monsoon dependent; South-West Monsoon (SWM), occurring from June to September, contributes to 60% and North-East Monsoon (NEM) during October to November controls 25% of the total rainfall. Highland regions receive more than 5,000 mm of annual rainfall and mean monthly temperature ranges from 25 to 32 °C at its maximum during March to May (Pre-Monsoon season) and from 14 to 19 °C at its minimum during monsoon (NEM and SWM) and Post-Monsoon seasons (December to February). The average annual evapotranspiration of the basin is approximately 850 mm (Sadhwani & Eldho 2023).
Figure 1

Location map of the PRB along with sampling sites.

Figure 1

Location map of the PRB along with sampling sites.

Close modal

Alluvial, brown hydromorphic, lateritic, and forest loam soils are the main soil types found in the basin; of these, 60% is composed of laterite and forest loam soil (GSI 1995). According to Krishnakumar et al. (2022, 2023), the LULC features include urban and rural settlements, croplands, plantations, fallow lands, rocky outcrops, deciduous woodland, bushes, barren areas, and other man-made settlements. Nevertheless, 59% of rural residents live in midland plateaus, and 65% of urban homes are located near the coast. Rubber, coconut, and pepper are grown in the lowlands, while cardamom, tea, and pepper are the main plantations in the highland regions. The highlands are home to some of India's biggest cardamom-producing facilities, with high-yielding types (Krishnakumar et al. 2023).

Table 1

Prominent reservoirs in the study area (Mohanakrishnan & Verma 1997, Kerala State Electricity Board)

ReservoirYear of builtFull reservoir level (FRL) (in meters)Full reservoir capacity (million cubic meters)Designated purposeType of associated dams
Mullaperiyar 1895 46.33 443.23 Irrigation. Diverts water to the eastern rain shadow region Mullaperiyar dam – masonry gravity dam 
Idukki 1973 168.91 5,550 Electricity generation Idukki dam- arch dam
Cheruthoni dam – straight gravity concreate dam
Kulamavu- gravity/masonry dam 
Idamalayar 1985 169 1,089 Electricity generation Idamalayar dam- multipurpose concrete gravity dam 
ReservoirYear of builtFull reservoir level (FRL) (in meters)Full reservoir capacity (million cubic meters)Designated purposeType of associated dams
Mullaperiyar 1895 46.33 443.23 Irrigation. Diverts water to the eastern rain shadow region Mullaperiyar dam – masonry gravity dam 
Idukki 1973 168.91 5,550 Electricity generation Idukki dam- arch dam
Cheruthoni dam – straight gravity concreate dam
Kulamavu- gravity/masonry dam 
Idamalayar 1985 169 1,089 Electricity generation Idamalayar dam- multipurpose concrete gravity dam 

Sample collection and analysis

In this investigation, a total of 75 samples in each season, i.e. NEM (October 2020), POM (January 2021), PREM (April 2021) and SWM (July 2021) were collected (n = 75 × 4 = 300 samples) to assess the quality of river waters (Figure 1). Sampling was carried in the mainstream and tributaries (n = 55 × 4 = 220 samples), major dams and reservoirs (n = 12 × 4 = 48 samples) from highlands to lowlands and the locations were identified and fixed using GPS. Samples in the lowland region near to the river mouth exhibited characteristics of estuarine behavior (n = 8 × 4 = 32 samples). To ensure the accuracy of data, samples were acquired from the middle region of the river (over bridges wherever possible) to a depth of 20–30 cm beneath the water surface to avoid surface scum and debris including macrophytes. Samples were collected in High-Density Polyethylene (HDPE) bottles that had been pre-washed three times with sample water before collection. The bottles were properly labeled and sealed on-site upon collection. Following the established analytical protocols of APHA (1995) samples were transported to the laboratory and evaluated for various parameters within the residence time. Physical parameters such as temperature, pH, conductivity and Total Dissolved Solids (TDS) were evaluated in situ by Aquaread multiparameter water quality analyzer (AP-2000-D) while the concentrations of major cations (Ca2+, Mg2+, K+ and Na+) were analyzed through Microwave Plasma Atomic Emission Spectroscopy (MP-AES, Model: Agilent 4210) while those of the predominant anions like , and Cl were determined by Continuous Flow Analyser (CFA, Model: Skalar SAN + +) and UV-VIS-NIR spectrophotometer available at the Central Chemical Laboratory, NCESS, Thiruvananthapuram. Bicarbonate ions () were determined by acid titration. Samples for cation analysis were acidified using 2M HNO3 to all the samples instantly after collection (Figure 2).

Data treatment

The charge balance between the total dissolved cations and total dissolved anions was estimated as Equation (1) (Freeze & Cherry 1979) to evaluate the accuracy of the results. NICB of most of the samples was found to be ≤10%, however, a few samples have NICBs slightly ≥10%.
(1)
where NICB is the normalized inorganic charge balance, TZ+ and TZ are the sum of total cations and anions, respectively.

Evaluating the water quality for drinking

The Water Quality Index (WQI) is a mathematical calculation to integrate physical, chemical and biological parameters into a numerical score that represents the overall status of the water quality under consideration (Saha et al. 2021). Brown et al. (1972) proposed the WQI method based on the National Sanitation Foundation Water Quality Index (NSFWQI).

The five important steps applied to determine the WQI are:

Step 1: Collection of data regarding the relevant physicochemical water quality parameters.

Step 2: Calculation of the proportionality constant ‘K’ value using the formula;
(2)
where ‘si’ is the standard permissible for the nth parameter.
Step 3: Calculation of quality rating for the nth parameter (Qn) where there are n parameters.
(3)
where Vn refers to the estimated value of the nth parameter of the given sampling station.

Vi refers to the ideal value of the nth parameter in pure water. Also, Sn refers to the standard permissible value of the nth parameter.

Step 4: Calculation of unit weight for the nth parameter.
(4)
Step 5: Calculate the WQI using the formula,
(5)

Evaluating the water quality for irrigation

Irrigation water quality refers to water suitability for agricultural purposes. Good water quality can allow maximum yield of crops under good soil and water administration practices. Indicators of irrigation quality were determined using Sodium Absorption Ratio (SAR), Sodium Percentage (% Na), Magnesium Hazard ratio (MH), Kelly's Ratio (KR), Permeability Index (PI) and Residual Sodium Carbonate (RSC) using the mathematical relationships as follows
(6)
(7)
(8)
(9)
(10)
(11)

Evaluating the water quality for industrial usage

Larson & Skold (1958) recommended an index that has demonstrated its utility as an effective tool for predicting the aggressiveness of water for delivery through metal pipes. The Larson–Skold Index is often referred to as the Larson Ratio and is defined as
(12)
considering the role of chloride ion and sulfate ion (in equivalents per million) in the pitting of mild steel piping (Larson 1975).

Evaluating the water for pCO2 estimations

pCO2 is the equilibrium partial pressure of CO2 (pCO2) in water. Riverine pCO2 reflects the carbon dynamics and terrestrial biogeochemical processes and also reveals the relative source or sink of river C pool for atmospheric C pool (Liu & Han 2021). In PRB, pCO2 estimations were calculated (afterHoyle 1989) using pH, and temperature as follows;
(13)
where H+ and are the molar concentrations of hydrogen and bicarbonate ions, KH is the temperature-dependent Henry's law constant for O2 and Ka1 is the first dissociation constant for carbonic acid.
Variations in rainfall (and consequently discharge), modifications to hydrologic routes, and the intensity of different activities can all be linked to the temporal variability of hydrogeochemistry. The results of the major physio-chemical analyses of the water samples are shown in Table 2. According to the results, it is revealed that the majority of the parameters are comparatively lower during SWM and NEM, which is elucidated by enhanced dilution brought on by the substantial rainfall in PRB.
Table 2

Statistical summary of water quality parameters in the Periyar River

ParametersNEM
POM
PREM
SWM
WHO
BIS
MINMAXAVGSDMINMAXAVGSDMINMAXAVGSDMINMAXAVGSDHighest desirable limitMax. permissible limitHighest desirable limitMax. permissible limit
pH 5.45 8.11 6.58 0.59 5.92 10 7.9 0.89 5.9 8.61 7.01 0.50 5.22 8.37 6.5 0.54 7–8.5 6.5–9.2 6.5–8.5 6.5–9.2 
EC (μS/cm) 66 2453 141 287 76 4176 380 611 77 15,366 848 2099 96 1840 197 224 1,500 3,000 1,500 3,000 
TDS (mg/l) 42 1594 92 187 50 2715 246 397 50 9988 551 1364 62 1196 128 145 500 1000 500 2,000 
DO (mg/l) 3.9 9.92 7.30 1.05 6.7 11.2 8. 0.59 5.64 9.25 9.4 8.5 1.32 9.92 7.1 1.4 – – – – 
BOD (mg/l) 3.7 8.54 6.65 1.02 1.10 8.20 5.84 1.57 1.97 7.8 8.02 8.8 1.85 9.5 6.7 1.4 – – – – 
Ca2+ (mg/l) 0.16 8.8 2.20 1.4 1.54 51 1.89 65 9.75 1.09 11 3.6 1.85 75 200 75 200 
Mg2+ (mg/l) 0.41 2.91 1.22 0.53 0.49 67 12 0.65 70 6.2 13 0.40 2.91 1.29 0.53 30 150 30 100 
Na+ (mg/l) 0.59 2.59 1.24 1.21 376 20 60 1.79 421 28 80 0.90 9.23 3.11 1.58 – 300 – – 
K+ (mg/l) 0.0 2.69 1.01 0.53 0.51 24 2.5 3.5 1.24 69.3 11 0.26 5.80 1.73 1.01 – 10 – – 
Fe (mg/l) 0.03 0.15 0.09 0.04 0.21 12 0.85 1.76 0.08 0.08 0.08      0.1 0.3 – 
TH (mg/l) 25 10.4 4.6 6.3 360 36 66 7.89 405 47 76 3.27 32.6 14  – – – – 
HCO3 (mg/l) 10 92 30 11 10 103 77 14 10 119 83 22 19 96 39 14 – – 200 600 
Cl (mg/l) 25 14 4.2 4.5 661 39 105 761 47 124 23 11 3.41 200 600 250 1,000 
SO42− (mg/l) 0.1 84 3.54 10 0.12 132 21 1.10 147 30 78 0.01 16 1.78 2.14 200 400 200 400 
NO3 (mg/l) 0.02 1.14 0.49 0.2 0.04 6.40 0.76 1.05 0.13 6.21 1.41 1.38 0.01 0.77 0.31 0.16 45 – 45 – 
PO4 (μg/l) 0.01 0.3 0.05 0.03 0.01 0.42 0.33 0.09 0.01 0.46 0.15 0.20 0.01 0.08 0.01 0.01 – – – – 
SiO4 (mg/l) 2.17 11.77 4.74 1.5 1.47 8.28 4.28 1.45 0.80 8.27 3.90 1.58 1.98 7.42 4.02 1.19 – – – – 
NO2 (μg/l) 0.29 41 5.8 1.35 159 14 21 2.50 402 72 97 0.08 00.10 2.88 3.69 – – – – 
ParametersNEM
POM
PREM
SWM
WHO
BIS
MINMAXAVGSDMINMAXAVGSDMINMAXAVGSDMINMAXAVGSDHighest desirable limitMax. permissible limitHighest desirable limitMax. permissible limit
pH 5.45 8.11 6.58 0.59 5.92 10 7.9 0.89 5.9 8.61 7.01 0.50 5.22 8.37 6.5 0.54 7–8.5 6.5–9.2 6.5–8.5 6.5–9.2 
EC (μS/cm) 66 2453 141 287 76 4176 380 611 77 15,366 848 2099 96 1840 197 224 1,500 3,000 1,500 3,000 
TDS (mg/l) 42 1594 92 187 50 2715 246 397 50 9988 551 1364 62 1196 128 145 500 1000 500 2,000 
DO (mg/l) 3.9 9.92 7.30 1.05 6.7 11.2 8. 0.59 5.64 9.25 9.4 8.5 1.32 9.92 7.1 1.4 – – – – 
BOD (mg/l) 3.7 8.54 6.65 1.02 1.10 8.20 5.84 1.57 1.97 7.8 8.02 8.8 1.85 9.5 6.7 1.4 – – – – 
Ca2+ (mg/l) 0.16 8.8 2.20 1.4 1.54 51 1.89 65 9.75 1.09 11 3.6 1.85 75 200 75 200 
Mg2+ (mg/l) 0.41 2.91 1.22 0.53 0.49 67 12 0.65 70 6.2 13 0.40 2.91 1.29 0.53 30 150 30 100 
Na+ (mg/l) 0.59 2.59 1.24 1.21 376 20 60 1.79 421 28 80 0.90 9.23 3.11 1.58 – 300 – – 
K+ (mg/l) 0.0 2.69 1.01 0.53 0.51 24 2.5 3.5 1.24 69.3 11 0.26 5.80 1.73 1.01 – 10 – – 
Fe (mg/l) 0.03 0.15 0.09 0.04 0.21 12 0.85 1.76 0.08 0.08 0.08      0.1 0.3 – 
TH (mg/l) 25 10.4 4.6 6.3 360 36 66 7.89 405 47 76 3.27 32.6 14  – – – – 
HCO3 (mg/l) 10 92 30 11 10 103 77 14 10 119 83 22 19 96 39 14 – – 200 600 
Cl (mg/l) 25 14 4.2 4.5 661 39 105 761 47 124 23 11 3.41 200 600 250 1,000 
SO42− (mg/l) 0.1 84 3.54 10 0.12 132 21 1.10 147 30 78 0.01 16 1.78 2.14 200 400 200 400 
NO3 (mg/l) 0.02 1.14 0.49 0.2 0.04 6.40 0.76 1.05 0.13 6.21 1.41 1.38 0.01 0.77 0.31 0.16 45 – 45 – 
PO4 (μg/l) 0.01 0.3 0.05 0.03 0.01 0.42 0.33 0.09 0.01 0.46 0.15 0.20 0.01 0.08 0.01 0.01 – – – – 
SiO4 (mg/l) 2.17 11.77 4.74 1.5 1.47 8.28 4.28 1.45 0.80 8.27 3.90 1.58 1.98 7.42 4.02 1.19 – – – – 
NO2 (μg/l) 0.29 41 5.8 1.35 159 14 21 2.50 402 72 97 0.08 00.10 2.88 3.69 – – – – 
Figure 2

Flowchart representing the methodology.

Figure 2

Flowchart representing the methodology.

Close modal

Variations in hydrochemical parameters

pH levels typically ranged between 6.50 and 8.50 in places that are not susceptible to pollution (Hem 1985). In Periyar R̥iver, pH varied from 5.45 to 8.11 in NEM, 5.92–10 during POM, 5.9–8.61 in PREM and 5.22–8.37 in SWM suggesting mild acidic to slightly alkaline in all the seasons (Table 2). The acidic nature of Periyar River (PR) is due to the characteristics of acidic tropical soils in the study area (Aditya et al. 2023) and laterites since laterites have the capacity to generate acidity. The acidity of soils due to the reaction of water with exchangeable Al3+ on the surface of soil particles generated a strong Al-water reaction which repels H+ from the water molecules into the soil solution. Year-round high rain and high temperature leach the soil particles into the river system which ultimately results in the acidic pH of the river (Krishnakumar et al. 2023). Electrical Conductivity values ranged from 66 to 2,453 μS/cm in NEM, 76–4,176 in POM, 77–15,366 in PREM and 96–1,840 in SWM. Similarly, TDS also exhibited analogous variations. Larger values were observed during PREM (50–9,988 mg/l) and POM (50–2,715 mg/l) compared to NEM (42–1,594 mg/l) and SWM (62–1,196 mg/l). The majority of rivers worldwide have TDS levels of less than 500 mg/L, according to Gaillardet et al. (1999); the few exclusions are indicative of either pollution or semi-arid or arid climates. According to Stallard & Edmond (1983, 1987), river waters with moderately high TDS concentrations indicate weathering of evaporites, whereas streams with low TDS concentrations indicate weathering of silicates. The mean TDS were relatively greater than those of other rivers draining the Western Ghats. This discrepancy may be caused by variations in the basin size, lithology, discharge, climate, and level of anthropogenic intervention.TH concentration varied between 2 and 25 mg/l (NEM), 6.3–360 (POM), SWM (3.27–32.6 mg/l) with the maximum concentration during PREM (7.89–405).

The dispersion of different silicate minerals is the primary factor regulating the amount of Ca2+ and Mg2+ in stream water (Magaritz et al. 1988). Ca2+ concentration in the present study was between 0.16 and 8.8 mg/l in NEM, 1.5–511 mg/l in POM, 1.89–65 mg/l in PREM and 1.09–11 mg/l in SWM whereas Mg2+ varied from 0.41 to 2.91 mg/l in NEM, 0.49–67 mg/l in POM, 0.65–70 mg/l in PREM and 0.40–2.91 mg/l in SWM. Ca2+ is primarily found in igneous and metamorphic rock minerals, particularly in carbonate rocks and chain silicates like amphiboles and pyropes, as well as plagioclase feldspars (Thomas et al. 2015a). While mafic minerals like pyroxenes and amphiboles, as well as dark-colored micas like biotite, act as a potential source of Mg2+ in river water. The weathering of minerals, primarily plagioclase feldspars, clay minerals, and atmospheric inputs are the sources of Na+ in natural systems (Hem 1985). The higher concentration of Na+ can also signify the dominance of silicate weathering or anthropogenic activities. It is observed from the results that Na+ concentration was fairly minor during monsoon seasons relative to POM and PREM seasons due to the dilution effect. K+ appears to behave conservatively in river systems, as indicated by relatively lower levels of K+ in comparison to Na+ (Mackenzie & Garrels 1971). K+ is less abundant in the crustal rocks than Ca2+, Mg 2+, and Na+, as evidenced by the numerically lower and temporally consistent values of the study area. The leaching or weathering of K-feldspar, specifically orthoclase and microcline, serves as the source of K+ in water.

The predominant anions observed in the study area were Cl and . In water, chlorine has natural origins encompassing atmospheric deposition of oceanic aerosols and the weathering of rock salts. Additionally, anthropogenic sources contribute to chlorine presence, involving sewage effluents from residential or industrial areas and agricultural runoff from fertilizers. In the study Cl values ranged from 3 to 25 mg/l in NEM, 4.5–661 mg/l in POM, 3–761 in PREM and 6–23 mg/l in SWM. Whereas according to Mircovski et al. (2018), dissolved CO2 in rainfall is the chief source of bicarbonate in natural water. The seasonal variations of were 10–92 mg/l in NEM, 10–103 mg/l in POM, 10–119 mg/l in PREM and 19–96 mg/l in SWM. HCO3 in river water is chiefly as a result of silicate and carbonate weathering reactions (Thomas et al. 2015a). The general reaction for silicate weathering can be written as
(14)

Sulfate () is typically found in natural waters as soluble salts of calcium, magnesium, and sodium. During POM and PREM, concentration was found to be high (0.12–574 mg/l and 1.10–599 mg/l, respectively) compared to NEM (0.1–84 mg/l) and SWM (0.01–16 mg/l). The and PO4 contents were found to be notably negligible across all seasons.

It was observed from the results that the abundance of predominant cations and anions were Na+ > Ca2+ > Mg2+ > K+ and > Cl > > for NEM, POM and PREM while during SWM cations were in the decreasing order of Ca2+ > Na+ > K+ > Mg2+. The ionic ratios were generally higher for the PREM season than NEM, SWM and POM. The observed variations in the pattern of major ions across different seasons are attributed to the monsoonal weather conditions prevailing in the basin. During the monsoon season, high precipitation dilutes the solute load in the river, while the high temperatures in the pre-monsoon season concentrate the solutes in the river water. These seasonal differences in river water chemistry are a characteristic feature of major Indian rivers influenced by the monsoonal climate.

Characterization of hydrochemical facies

Various hydrochemical facies and geographical variability are detected by using significant ions as natural tracers, a technique that is widely used to distinguish generic water types (Hossain et al. 2010). To evaluate the hydrochemical facies of the PRB samples, the predominant cations and anions in meq/L are represented in the Piper (1944) diagram. According to this diagram (Figure 3), the dominant cation facies during SWM, NEM, POM and PREM are mainly mixed type or no dominant type with varying degrees of sample proportion. Few samples during SWM and PREM show Ca2+ dominance whereas NEM and POM show slight Mg2+ dominance. A mixed pattern is obtained in the case of PREM with few samples belonging to Ca2+ dominance followed by Na + K dominance.
Figure 3

Piper diagram of surface water samples in the study area.

Figure 3

Piper diagram of surface water samples in the study area.

Close modal

Anion facies classification shows dominance suggesting active groundwater flushing in all seasons with the exceptions of a few samples belonging to Cl type. The Cl dominant samples suggest the impact of anthropogenic sources of inputs in the study area. However, the interactions between water, the soil matrix, and the litho units are highlighted by Ca2+ and Mg2+ rich water. In PRB, CaHCO3 type water prevails in all seasons followed by mixed CaMgCl type. A small proportion of samples during PREM is observed in the NaCl type. CaCl water type also shares a minute percentage. The CaHCO3 water types represented groundwater dominating discharge while the other facies denote anthropogenic inputs into the system. Generally, the river water samples in the study area were dominated by alkaline earth (Ca2+ and Mg2+) and weak acids (). Waters exhibiting a dominance of mixed cation-HCO3, possibly arise from the interaction of ‘fresh recharge waters’ with Mg-rich minerals present in the lithology of the basin. The prevalence of mixed cation-HCO3 waters serves as an indicator of recharge influenced by rainfall. Additionally, the mixed ion classification of these waters may also contribute to chemical inputs associated with fertilizers (Delpla et al. 2009). The Ca–Mg–HCO3–Cl– type signifies recharge waters undergoing a more extended reaction time with subsurface materials.

Processes governing the hydrochemical composition

After combining the ideas of Clarke (1924), Gibbs (1970) suggested a basic model of water chemistry in which the main mechanisms governing water chemistry are rock weathering, climate via atmospheric precipitation, and climate via evaporation and fractional crystallization. The weight ratio of Na+/(Na+ + Ca2+) versus TDS in a bivariate plot indicates the primary natural mechanisms governing the chemistry of surface water (after Gibbs 1970) and offers important insights into the relative importance of lithology and climate from three different angles: (a) climate via rock weathering, (b) climate via atmospheric precipitation, and (c) climate via evaporation and fractional crystallization.

According to Gibbs' model, higher TDS (>300 mg/L) and a high Na+/(Na+ + Ca2+) ratio (0.5–1) indicate the dominance of evaporite dissolution and are controlled by evaporation–precipitation mechanisms. In contrast, medium TDS levels (70–300 mg/L) and Na+/(Na+ + Ca2+) ratios less than 0.5 are indicative of water–rock interactions and are governed by chemical weathering mechanisms. Meanwhile, lower TDS levels (<70 mg/L) and higher Na+/(Na+ + Ca2+) ratios (0.5–1) suggest precipitation dominance, controlled by atmospheric dry and wet deposition mechanisms (Ciba & Upendra 2024).

The results of the present study when plotted in Gibb's diagram (Figure 4a) show rock weathering as the primary factor responsible for regulating the hydrochemical composition. In PRB during all the seasons most of the samples were clustered in the zone of rock dominance illustrating the importance of mineral dissolution and rock weathering in determining the composition of the river water. However, it is also observed that some samples were plotted near evaporation during POM and PREM implying the effect of the dry season in the study area since river water in the tributaries experiences a comparatively more pronounced evaporation process than that in the mainstream (Cui & Li 2015). The results indicate that continuous leaching due to abundant precipitation during the wet season enhances the dissolution of minerals through rock-water interactions, thereby contributing to the chemical composition of the water. Surface runoff causes erosion of weathered rock minerals, exposing fresh surfaces and accelerating chemical weathering. The findings of Bricker & Garrels (1967), Hem (1985), and White et al. (2010) further support the importance of chemical weathering in defining the hydrochemical composition of natural waters.

The impact of anthropogenic activities on Periyar river environment was evaluated using the percentage of pollution, as described by Pacheco & Van der Weijden (1996) and Soumya et al. (2013). Major ions such as Cl, SO42−, and NO3, which are indicative of anthropogenic activities, served as proxies for identifying the influence of various human activities within the basin. Pollution percentages were calculated for each sample and plotted against the Na/Cl ratio.
(15)
Samples with a ratio ≥ 40% were considered to be predominantly influenced by anthropogenic pollution, whereas those with a ratio ≤ 40% were primarily influenced by rock weathering processes. It is observed from the Figure (4b) that 30% of the samples were affected by anthropogenic inputs in all seasons, in contrast to chemical weathering. Therefore, the major ions in the study area result from both anthropogenic and chemical weathering activities.

The mean HCO3/Ca2+ + Mg2+ ratios during NEM, POM, PREM and SWM are 2.98, 4.52, 3.25 and 2.69 respectively indicating the significance of silicate weathering in controlling the major ion concentration of PRB waters. The relative proportion of Ca2+ and Mg2+ ions derived from carbonate and silicate weathering are inferred from the ratios of Ca2+/Na+ and Mg2+/Na+ (Hem, 1985). In the present study the mean Ca2+/Na+ ratios obtained were 1.00, 1.38, 1.50 and 1.49 during NEM, POM, PREM and SWM whereas mean Mg2+/Na+ ratios were 0.96, 0.91, 0.82 and 0.81 respectively. The ratios suggest the dominance of Ca2+ and Mg2+ over Na+ referring the weathering of mafic minerals or congruent dissolution of carbonate minerals.

The mean Ca2+/Mg2+ values of PRB 1.13–1.77 during all the seasons, which were lower than the global mean (2.40) suggesting the importance of weathering of Mg2+ rich minerals in the study area. Mg2+ in PRB is supplied from weathering of ferromagnesian minerals as well as dark coloured micas which are abundant in host lithology. The major sources of Ca2+ in the study area includes weathering of pyroxenes and amphiboles and plagioclase feldspars along with dissolution of carbonate minerals since a small patch of carbonate mineral weathers more easily than silicate minerals.
Figure 4

(a) Gibbs ratio for cations and anions in the study area. (b) Variation of % pollution vs NaCl.

Figure 4

(a) Gibbs ratio for cations and anions in the study area. (b) Variation of % pollution vs NaCl.

Close modal

Partial pressure of CO2

The productivity and dynamic status of the rivers are often expressed through the aqueous pCO2. Riverine pCO2 indicates the comparative source or sink of river carbon pool for atmospheric carbon pool, as well as the dynamics of carbon and terrestrial biogeochemical processes (Liu et al. 2019; Wang et al. 2021). According to various studies (Cao et al. 2020; Liu & Han 2021), the generation and conveyance of soil CO2, the introduction of chemical weathering byproducts, in-stream bio-degradation, respiration, and photosynthetic activities collectively exert influence on the pCO2 levels in rivers.

In the study area, pCO2 concentrations were calculated based on the results obtained for pH and content (Figure 5). The results revealed that pCO2 levels during SWM, NEM, PREM and POM were substantially superior to the normal atmospheric concentration of 10−3.5 atm. Kempe (1982) noted similar supersaturation for the majority of the world's rivers to the atmosphere. Studies conducted by Thomas et al. (2015b), Anshumali and Ramanathan (2007), Prasad & Ramanathan (2005) also obtained similar results for various water systems in India. According to research by Mackenzie & Garrels (1971) and Raymahashay (1986), there is a worldwide tendency toward slightly greater pCO2 (in comparison to the atmospheric system), which suggests that natural waterbodies are in disequilibrium with the atmosphere. This phenomenon is attributed to the significantly elevated CO2 content present in the influent stream discharge, primarily originating from groundwater contributions, and the comparatively slower re-equilibration rate, marked by the interplay between solubility and CO2 release with the atmosphere (Stumm & Morgan 1970; Holland 1978). As a result of river water's high partial pressure of carbon dioxide (pCO2) relative to the atmosphere, CO2 escapes into the atmosphere, leading to increased concern in the global carbon cycle (Liu & Han 2021).
Figure 5

Relationship between pCO2 and pH in the Periyar River.

Figure 5

Relationship between pCO2 and pH in the Periyar River.

Close modal

The mean pCO2 during NEM was around elevenfold higher than atmospheric pCO2 while during SWM and POM, it was roughly five times. Lower pCO2 during the monsoon periods might be due to the dilution effect (since the quantum of rainfall is significantly >3,000 mm). But during PREM nearly 26 times the atmospheric pCO2 was estimated. The higher values during PREM can be a result of groundwater recharge to the river since the stream discharge of rivers draining the Western Ghats primarily originates from aquifers during the non-monsoon season. It is observed from Figure 5, that, as the pCO2 increases, the pH value decreases. With a rise in pCO2 there occurs a decrease in pH due to the production of and H3O+ ions (Ciba & Upendra 2024). Elevated pCO2 levels are linked to urban and agricultural influences, as well as deep and murky waters, which are ideal for in-stream oxidation and respiratory processes (Zhang et al. 2009). Since Periyar river is over saturated with respect to the atmospheric CO2 indicating a higher value of pCO2 production, the river can be regarded as net heterotrophic. According to several studies, most rivers are around tenfold supersaturated, whereas the tributaries of the Amazon are about fortyfold supersaturated because of root respiration and organic matter decomposition.

Water quality evaluation

Drinking water quality assessment

The Periyar basin is one of the most densely populated river basins in Kerala and an important river for agricultural and food production catering to two principal functions, i.e. drinking and irrigation. These two functions are of great significance to the livelihoods of residents and social development.

The classification of the WQI category was assessed on the drinking water suitability recommended by Brown et al. (1972), such as Excellent (WQI < 25), Good (26–50), Poor (51–75), Very Poor (76–100) and water unsuitable for drinking (>100) considering pH, Conductivity, TDS, DO, Ca2+, Mg2+, K+, Na+, TH, , , and Cl.

The calculated WQI values ranged between 4.57 and 60.29 in NEM, 14.36–82.39 in POM, 14–109 in PREM and 10–93 in SWM (Figure 6). It is observed from the results that the water quality was excellent to good for the majority of the samples during NEM while in the other seasons, a wide variation in water quality was indicated. Since NEM samples were collected just after the COVID 19 lockdown, the river samples exhibited their natural rejuvenation capacity (Aditya et al. 2023). SWM has shown 40% of samples in the poor category which might be due to the mixing of surface water with other solutes (synthetic agricultural residues in the upstream and industrial effluents in the downstream) from the land surface (Figure 7). Since the study area receives a larger portion of rainfall from SWM, there occurs the possibility of mixing rainwater with irrigational soils and finally draining into the river. This same phenomenon must have taken place during POM also indicating the presence of poor quality of water by mixing with rainwater which might have occurred as winter rainfall. On the other hand, samples collected near the river mouth exhibited poor category. This can be attributed to the influence of tidal action as the locations are situated close to the river. However, the samples would be categorized as suitable for drinking after primary conventional treatment for microbiological parameters. Figure 6 shows the distribution of the different categories of water quality indices for the entire seasons and Figure 7 shows the spatial variation of WQI in the study area during different seasons.
Figure 6

Temporal variation of water quality in Periyar River. (Boxes represent the interquartile range (i.e., 25th–75th percentiles) and the center horizontal line represents the 50th percentile or median value. Lower and upper horizontal lines represent threshold values (i.e., 5th and 95th percentiles, respectively) beyond which constitute extreme observations represented by the cross symbol.)

Figure 6

Temporal variation of water quality in Periyar River. (Boxes represent the interquartile range (i.e., 25th–75th percentiles) and the center horizontal line represents the 50th percentile or median value. Lower and upper horizontal lines represent threshold values (i.e., 5th and 95th percentiles, respectively) beyond which constitute extreme observations represented by the cross symbol.)

Close modal
Figure 7

Spatial variation of WQI in the PRB during NEM, POM, PREM and SWM.

Figure 7

Spatial variation of WQI in the PRB during NEM, POM, PREM and SWM.

Close modal

Irrigational water quality evaluation

The criteria for water suitability vary for drinking and agriculture purposes. In the present study, the results of WQI suggested locations with poor and very poor drinking quality. Water unsuitable for drinking may still be suitable for irrigation because the assessment of irrigation water primarily focuses on the presence of undesirable constituents that are not beneficial for crop growth (Sarkar & Islam 2019). Therefore, irrigational water quality has been assessed in the present study to find the agricultural suitability of the Periyar River since dams are devoted to irrigation in the study area. The hydrochemical composition of river water governs its relevance for agricultural and irrigation requirements, which are evaluated by assessing SAR, Percent Na (Na%), Magnesium Hazard (Mag Haz), PI and RSC and the results are summarized in Table 3.

Table 3

Irrigational suitability of samples in the Periyar River

IndicesClassification criteria
Number of samples
RangeCategoriesNEMPOMPREMSWM
SAR (Richards 1954SAR ≤ 10 Low 67 65 66 67 
10 ≤ SAR < 18 Medium  
18 < SAR ≤ 26 High  
SAR > 26 Very High  
%Na (Wilcox 1948; Vetrimurugan et al. 2013<20 Excellent 
20–40 Good 32 45 30 42 
40–60 Permissible 34 17 31 22 
60–80 Doubtful 
>80 Unsuitable 
 Mag Haz (Szabolcs & Darab 1964; Raghunath 1987≤50 Suitable 33 60 60 53 
>50 Unsuitable 34 
Kelly's Ratio (Kelley 1963; Ramesh & Elango 2012<1 Safe 65 62 61 65 
>1 Unsafe 
Permeability Index (Doneen 1964; Murkute 2014; Amiri et al. 2016>75 Class I 65 62 61 65 
25–75 Class II 
<25 Class III 
RSC (Eaton 1950<1.25 Safe 66 58 57 67 
1.25–2.50 Marginal 10 
>2.5 Unsuitable 
IndicesClassification criteria
Number of samples
RangeCategoriesNEMPOMPREMSWM
SAR (Richards 1954SAR ≤ 10 Low 67 65 66 67 
10 ≤ SAR < 18 Medium  
18 < SAR ≤ 26 High  
SAR > 26 Very High  
%Na (Wilcox 1948; Vetrimurugan et al. 2013<20 Excellent 
20–40 Good 32 45 30 42 
40–60 Permissible 34 17 31 22 
60–80 Doubtful 
>80 Unsuitable 
 Mag Haz (Szabolcs & Darab 1964; Raghunath 1987≤50 Suitable 33 60 60 53 
>50 Unsuitable 34 
Kelly's Ratio (Kelley 1963; Ramesh & Elango 2012<1 Safe 65 62 61 65 
>1 Unsafe 
Permeability Index (Doneen 1964; Murkute 2014; Amiri et al. 2016>75 Class I 65 62 61 65 
25–75 Class II 
<25 Class III 
RSC (Eaton 1950<1.25 Safe 66 58 57 67 
1.25–2.50 Marginal 10 
>2.5 Unsuitable 

An essential factor in determining irrigation suitability is the SAR, which gauges the alkali/sodium hazard to crops. Over-salinity inhibits plants' ability to absorb water and nutrients and lowers their osmotic activity (Saleh et al. 1999). SAR is determined using Equation (6) and was defined by Richards (1954) as an indicator of the cation exchange occurring between irrigation water and the soil. In the study area, SAR ranged between 0.13–7.13 in NEM, 0.18–18.09 in POM, 0.24–17.56 in PREM and 0.16–3.22 in SWM. According to SAR classification, the samples during NEM and SWM were found to be in a low category and POM and PREM in a medium category (Table 3). According to the US Salinity diagram (Figure 8), the irrigation water is classified as low (EC < 250 μS/cm), medium (250–750 μS/cm), high (750–2,250 μS/cm), and very high (2,250–5,000 μS/cm) salinity classes. From the plot (Figure 8) it is observed that the majority of the samples in all the seasons fall in the C1S1 and C2S1 class indicating low sodium hazard and low to moderate salinity hazard. Water samples categorized as C2S1 suggest their suitability for the irrigation of nearly all crops, with minimal risk of sodium accumulation reaching harmful levels. However, leaching is recommended for soils with low permeability (Chandel et al. 2023). Four samples of SWM and one sample of NEM fall in the low sodium and high salinity hazard zone (C3S1). Water samples categorized as C2 and C3 signify a moderate and high salinity hazard, respectively. C2-classified water is deemed suitable for crops with moderate salt tolerance. In contrast, C3-classified waters are not recommended for use on poorly drained soils, as they may result in salt accumulation within such soils (Aravinthasamy et al. 2020). During the POM period, three samples are observed in the zone of very high salinity and high sodium hazard (C4S3), indicating the presence of saline samples.
Figure 8

USSL diagram of surface water for various seasons in the Periyar River.

Figure 8

USSL diagram of surface water for various seasons in the Periyar River.

Close modal
High Na concentrations in irrigation water cause absorption of ions by clay particles, which in turn displace Ca2+ and Mg2+ and impair soil permeability. This ultimately leads to inadequate internal drainage (Collins & Jenkins 1996; Saleh et al. 1999). When excess Na+ combines with CO3, it forms alkaline soils; when Cl combines with it, saline soils are generated, and neither type of soil is a good crop substrate (Wilcox 1948). Therefore, Na %, is computed using equation. 7. Na % values in PRB varied from 25–70 in NEM, 14–73 in POM, 18–91 in PREM and 10–66 in SWM. Figure 9 reveals the appropriateness of surface water for irrigation based on the Wilcox diagram. From the results, it is observed that most of the samples in all the seasons exhibit excellent to good categories. The dilutional effect is evident in the NEM and SWM seasons which is characterized by an upsurge in the samples falling toward the excellent category whereas scattering of samples is observed in the POM and PREM seasons. The lowland samples of POM and PREM are affected by salinization.
Figure 9

Wilcox diagram of surface water for various seasons in the Periyar River.

Figure 9

Wilcox diagram of surface water for various seasons in the Periyar River.

Close modal

Excess carbonate and bicarbonate-containing water frequently precipitate calcium and magnesium from the soil as their carbonates. Consequently, the fraction of salt in the soil increases and becomes fixed, leading to a decrease in the permeability of the soil. A negative RSC suggests that there is unlikely to be any sodium build-up because there is more calcium and magnesium present than what may precipitate as carbonates. A positive RSC suggests that there may be a salt buildup in the soil. The results suggest RSC of the study area is excellent during NEM and SWM and as marginal quality during POM and PREM. Increased magnesium concentration in water affects soil quality, turning it alkaline and reducing crop productivity. MH values ranged from 14–93, 0–82, 0–76 and 0–68 during NEM, POM, PREM and SWM. Long-term irrigation water use affects the permeability of the soil influencing the soil's Na+, Ca2+, Mg2+ and composition. PI values varied from 16.5 to 723 in NEM, 15 to 568 in POM, 11 to 490 in PREM and 30 to 554 in SWM.

Corrosion coefficient (Cc)

Corrosion is the partial dissolution of the materials constituting the treatment and supply systems, tanks, pipes, valves and pumps which becomes a concern of public health and economic aspects. According to WHO guidelines, corrosion minimalization is an important aspect of securing safe drinking water. In the present investigation, the corrosion index was calculated since preliminary investigations suggested the riverine samples of PRB as slightly acidic in nature (5.2–10). Low pH waters have been shown to be corrosive (WHO 2004); however, other physical and chemical characteristics of water contribute significantly to the corrosive tendency of water (Agatemor & Okolo, 2008).

In PRB, the mean Cc was found to be 0.91, 0.95, 1.02 and 0.63 during NEM, POM, PREM and SWM, respectively. Except SWM, in all other seasons chlorides and sulfates may interfere with natural film formation on metal pipes which may cause higher than desired corrosion rates, while in SWM chlorides and sulfates are likely to have no significant impact on the formation of the natural film (Table 4). A ratio greater than 1.2 indicates higher corrosion rates (Larson & Skold 1958).

Table 4

Seasonal variation of corrosion coefficient values of the Periyar River

Percentage of samplesNEMPOMPREMSWM
Index < <0.8 42% 95% 88% 73% 
0.8 < <Index < <1.2 49% – 6% 27% 
Index > >1.2 9% 5% 6% – 
Percentage of samplesNEMPOMPREMSWM
Index < <0.8 42% 95% 88% 73% 
0.8 < <Index < <1.2 49% – 6% 27% 
Index > >1.2 9% 5% 6% – 

Changes in factors influencing water quality

It is evident that the effect of various land use patterns has a substantial influence on seasonal water quality metrics at the sub-basin scale particularly in river basins subjected to intensive human disturbance. In this study the landuse landcover (LULC) variations assessed for 2017 and 2023 years using Sentinel 2 Landcover Explorer indicated a rise in waterbody, cropland/agriculture and settlements by 1%, 0.5% and 1.5%, respectively, from 2017–2023, while a decrease was observed in forest and grasslands by 2% and 0.9%, respectively. According to Sadhwani et al. (2023), the future LULC change predicted for PRB shows cropland and urbanization land uses to increase up to 5.1 and 17.63%, respectively, till 2,100 with a decrease in forest cover (24.58%). Cropland, barren land and forest were found to be decreased alternating by an increase in settlements and plantations. Water bodies exhibit minimal change, experiencing a marginal decrease of 0.4%. Settlements and plantations amplified from 3 to 14% and 0.48 to 2.7%, whereas cropland, barren land and forest decreased from 40 to 34%, 5 to 3.7%, and 46 to 40%, respectively.

Prominent transitions observed include shifts from plantations to settlements and from forests to plantations. Additionally, instances of interconversion between forests and plantations were also noted. Within the PRB, the continuous reduction of barren land is predominantly attributed to its conversion into plantation areas. Since the highland regions of PRB have reserved forests, the buffer zones of these forests are being slowly converted to plantations and as a result, the existing plantations are getting converted to croplands and croplands to settlements. According to the findings, future deforestation and urbanization will result in land degradation and have a substantial impact on the hydrological balance of the watershed. Elevated runoff results in diminished percolation and baseflow, ultimately lowering soil water content. This, in turn, adversely affects soil properties and diminishes fertility. These changes can affect the natural river flow pattern eventually leading to floods and other environmental repercussions.

The present study highlights the hydrochemical characterization and water quality patterns of the Periyar River, draining the Western Ghats to assess the suitability for drinking, irrigation and industrial usage using various quality indices to better understand the diverse natural and human-caused processes in the basin.

  • It was observed from the results that the abundance of predominant cations and anions were Na+ > Ca2+ > Mg2+ > K+ and > Cl > > for NEM, POM and PREM while during SWM cations were in the decreasing order of Ca2+ > Na+ > K+ > Mg2+. The ionic ratios were generally higher for the PREM season than NEM, SWM and POM. This might be due to the input of monsoon rainfalls in the study area.

  • The acidic nature of riverine samples throughout all the seasons can be due to the presence of laterites and lateritic soil since laterites have the capacity to generate acidity. The same has been thoroughly established through previous studies conducted in the soil and groundwater phases in the study area.

  • In this study, it is revealed that an increasing ionic concentration trend is observed in the downstream regions in contrast to Probst's theoretical dilution curves. This may be due to the ingression of ocean water into the riverine system through the Vembanad estuary.

  • The prevailing hydrochemical facies in the surface water are characterized by CaHCO3 and mixed Ca–Mg–Cl types, reflecting both natural and anthropogenic influences on water chemistry. Despite variations in hydrochemical facies across seasons, a notable commonality is the presence of transitional waters throughout the riverine system.

  • Gibb's plot illustrated that the Periyar River water chemistry is mainly controlled by rock–water interaction rather than evaporation/precipitation.

  • In the majority of samples, riverine pCO2 exceeded atmospheric levels, indicating the outgassing of CO2 from river water into the atmosphere which may lead to increased concentration of CO2 in the atmosphere.

  • The WQI analysis revealed the majority of samples were in the excellent and good category for drinking needs while on the other hand irrigational suitability assessment indicated more than 95% of samples as best suited for agriculture purposes.

  • As per the previous studies conducted, it has been reported that the diminishing intact natural vegetation and the impacts of urbanization have a considerable effect on the factors responsible for the hydrological balance which may lead to floods or droughts and increase or decrease in rainfall along with deterioration in water quality.

The major limitation of the present study was the inaccessibility to collect samples from the small streams and minor tributaries of the river since about half of the portions in the highland region and some portions in the lowland region belong to forested areas. However, samples were acquired from the confluence points where forest streams merge with the mainstream, thereby encompassing the entire river and adequately reflecting the study area. Despite this limitation, the findings of this study by collecting 300 samples during four different seasons will surely contribute to a comprehensive understanding of the transformations within the river basin, facilitating strategic planning and effective management.

Since, the lower reaches of the PRB, namely ‘Kochi’, are experiencing rapid urbanization, while the uplands and midlands encompass ecologically sensitive regions of Western Ghats, periodic monitoring of hydrochemical variations from upstream to downstream is essential, as changes in the upstream can directly and adversely affect downstream regions. Additionally, the highlands are active economic centers, with significant contributions from tourism and plantations (tea and cardamom). Consequently, any land use and land cover (LULC) change and uncontrolled usage of agrochemicals for better yield may deteriorate the water quality in these areas. Therefore, in future, continuous monitoring may be done to decipher the spatiotemporal changes if any, due to natural or anthropogenic activities including the impacts of climate change in water resources.

This study has been conducted as part of MoES-NCESS core programme (W.P.3B.4) “Assessment of Global Environmental Changes in Sahyadri”. The authors are very much thankful to the Director, NCESS for providing research facilities, encouragement and support. The support rendered by the Forest and Wildlife Department, Government of Kerala for the smooth implementation of the program is also gratefully acknowledged. The authors express their gratitude towards the anonymous reviewers and the editor for their constructive comments in improving the quality of the manuscript. One of the authors, Ms. S.K. Aditya is thankful to University of Kerala (UoK) for granting PhD research opportunity and the Council of Scientific and Industrial Research (CSIR) for the research grants.

Funding is provided by the Ministry of Earth Science, Government of India.

All authors have read, understood, and have compiled as applicable.

S.K.A. contributed to conceptualization, sample collection, formal analysis, data curation, investigation, concept, writing original draft, validation, methodology, visualization. A.K.contributed to conceptualization, formal analysis, data curation, supervision, concept, writing original draft, validation, project administration, resources. K.A.K. contributed to conceptualization, data curation, formal analysis, visualization.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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