Abstract
This study aims to analyse the spatio-temporal trends in water quality, trophic state, and organic contamination of an alpine lake in the Darjeeling Himalaya through field investigations and to portray a comprehensive picture using multivariate analysis. Analysed water parameters have shown notable seasonal variations and were within the acceptable range for inland surface water. Water quality index (WQI) and organic pollution index (OPI) values have displayed ‘poor’ to ‘heavily polluted’ status in the pre-monsoon season, with marginally better conditions during the post-monsoon studies. Trophic state indices (TSIs) values revealed ‘eutrophic to highly eutrophic’ conditions during the investigation period. The results of the PCA have depicted three major determining factors (i.e., anthropogenic contribution, geogenic or weathering, and seasonal/climatic factors) that control the overall pollution level in the lake water system. The current study can potentially be a benchmark for assessing and undertaking management and restoration measures for this nascent alpine ecosystem.
HIGHLIGHTS
Assessment of water quality and trophic state of the lake on a spatio-temporal scale.
Geospatial appraisal of lake health using indexing approach, i.e., WQI, OPI, and NI.
Application of multivariate statistics to delineate influencing factors and pollution sources.
The findings will assist in the sustainable management of the lake water system.
INTRODUCTION
Lakes are an important natural resource present on earth's landscape. They are not only a source of water, but also provide ecological, social, and cultural benefits. Alpine lakes hold high significance in mountainous regions because they meet the household demand for water in remote areas. Due to their natural beauty and high ecological value, these lakes attract a lot of migratory species and lake-centric tourism cultures, thereby contributing significantly to local economic growth and ecological footprint. However, any lake ecosystem survives by maintaining a general level of health, and this largely depends upon the lake's exposure to various environmental factors and anthropogenic interventions. High nutrient interference from human activities, accelerated by disposing of wastes, greatly changes the natural background quality of lake water. The different anthropogenic problems associated with the lake environment include effluents/wastewater discharge, addition of diffused nutrients from adjacent crop fields, and over-exploitation of the lake for recreation activities that interfere with lake productivity and deteriorate its water quality (Sharma et al. 2010).
The trophic conditions in lake water are also greatly influenced by erosion, the influx of sediments, and nutrients from the lake watershed. Addition of nutrients in excess disturbs the natural balance of N/P (Redfield ratio of N:P of 16:1), which results in algal blooms, fish kills, and many related problems (Davidson et al. 2012). The protection and preservation of the integrity of the lake water ecosystem are often considered a matter of priority due to the limited availability of fresh-water resources and the human interference that results in the degradation of the water quality (Parween & Ramanathan 2019). WQI is a very useful method for the overall assessment of water quality for its intended uses, such as drinking or domestic purposes, while multivariate statistical analysis suggests the influential sources of contamination (Singh et al. 2017). In order to conserve any lake ecosystem, it is highly important to have a complete overview of the lake's water quality at any particular time, so as to harness any necessary measures to improve the health of the lake and its water (Bhateria & Jain 2016).
It was revealed in the recent study (Dutta et al. 2019) that most of the respondents strongly pointed out the fact that excessive human influence and the growing hotel industry had caused significant ecological degradation of the lake ecosystem. At the same time, contrastingly, they favoured the development of tourism businesses and hotel industries adjacent to the lake area, specifically for the socio-economic benefits of the region. The lake is an important part of the socio-economic structure of the locals residing nearby. It can be well assumed that the death of the lake will result in the crumbling of the local socio-economic structure.
Earlier, several studies evaluated the deuteriation of the water quality and biological diversity of Mirik lake due to direct discharges of sewage water and dumping of solid waste from nearby residential areas (Roy & Nandi 2012; Roy et al. 2017; Dutta et al. 2019). The present study evaluates the interdependency and interrelationship among the monitored water parameters by using multivariate statistical tools and also monitors the nutrient loading, trophic status, and water quality for drinking purposes of the Mirik lake water. The entire dataset used in this study is obtained from 3-year observation period (2018–2020) which is subjected to various statistical applications. Our current research will concentrate on (i) spatio-temporal variations in measured variables in lake water in relation to lake water quality, (ii) classification of lake water using indexing approaches such as the organic pollution index (OPI) and trophic state indices (TSIs), (iii) identifying the influence of geogenic and anthropogenic factors in the lake environment using geostatistical methods, and (iv) strategic steps for sustainable management of lake water resources.
MATERIALS AND METHODS
Field sampling and analytical procedure
The field investigation was conducted during 2017–2019, covering the pre-monsoon and pre-monsoon seasons. Six different sampling sites were selected for the purpose of water sample collection, of which two were located at the peripheral zone and four samples were collected in the middle of the lake. Water samples were collected in 1 L sterilized containers. pH, EC, TDS, and DO were measured on site using multi-parameter hand analysers (Eutech Instruments). Collected water samples were brought immediately to the laboratory for further physico-chemical characterization. Sample collection, preservation, and analysis were performed as per standard methods (APHA 2005). All laboratory glasswares were pre-treated with 2% HNO3 solution, rinsed severally with ultrapure deionized water, and finally kept overnight at 40 °C in the oven to avoid further contamination. The reagents were used for the analysis of AR grade obtained from Merck, India. To ensure accuracy, every analysis of water parameters was run triplicated (the results were good agreement within ±5%), and the mean values were considered for data presentation and interpretation. Multivariate statistical analysis such as Pearson's correlation, principal component analysis (PCA), and cluster analysis (CA) on the analytical results of water samples was performed using statistical software (SPSS, version 20.0) to find the possible sources of contamination, relative behaviour and the interdependency nature among the parameters.
RESULTS AND DISCUSSION
General characterization of lake water
The spatial and temporal results of monitored water parameters are summarized in Table 1. The recorded pH values of lake water samples were found to be within the neutral range (7.05 ± 0.44) during the post-monsoon and shifted marginally towards alkaline (8.25 ± 0.38) during the pre-monsoon season. Seasonal variations were noted for EC, TDS, and TSS contents in lake water, which revealed their higher values in the post-monsoon compared to pre-monsoon period (Table 1). This observation can be explained due to surface runoff influx and soil erosion during the rainy season in lake catchment areas, which result in an increase in suspended and dissolved solids in the lake water. The measured values for dissolved oxygen (DO) ranged between 4.90 and 8.40 mg/L in post-monsoon season with an average of 6.43 mg/L (±1.35) and between 3.40 and 6.20 mg/L during the pre-monsoon period with an average of 4.97 mg/L (±1.02). Increased DO levels in the post-monsoon season could be attributed to turbulence caused in lake water due to precipitation and the influx of runoff water into the lake system. Total hardness (TH) and chloride (Cl−) showed marginally lower values in the post-monsoon season (Table 1) due to dilution effect caused by the infusion of rainwater. Increased DO levels in the post-monsoon season could be attributed to turbulence caused in lake water due to precipitation and the influx of runoff water into the lake system. Biological oxygen demand (BOD) is found to be a little higher than the inland surface water quality guideline during both seasons. The nutrient components (i.e., total nitrogen (TN) and total phosphorous (TP)) in lake water showed clear seasonal variations, of which notable variability was recorded in TN content. The measured values for nutrient components were recorded to be on the higher side during the pre-monsoon season in comparison to the post-monsoon (Table 1). This finding can be correlated to the higher rate of evaporation in the pre-monsoon season (i.e., summer), and also due to the dilution effect during the monsoon period. Likewise, elevated chlorophyll-a (Chl-a) content was recorded during the pre-monsoon and lower values were recorded during the post-monsoon season. This situation can be related to the higher level of nutrients, particularly TP in the lake water during the same period, which promotes algal growth and, therefore, chlorophyll-a content in a monitored lake. Findings of the present investigation on lake water system suggested that concentrations of measured water parameters are very much within the acceptable range for surface waters (IS:2296 1982), with few exceptions.
Descriptive statistics of measured lake water parameters, along with standards of drinking water (BIS 2012) and surface water (IS:2296 1982)
Water parameters . | Pre-monsoon . | Post-monsoon . | Indian standards for surface water (IS:2296) . | BIS (2012), drinking water standards . | |||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Min . | Max . | Mean . | SD . | Min . | Max . | Mean . | SD . | Desirable . | Permissible . | ||
pH | 7.7 | 8.6 | 8.25 | 0.38 | 6.3 | 7.6 | 6.98 | 0.50 | 6.5–8.5 | 6.5–8.5 | NX |
EC (μS/cm at 25 °C) | 228 | 490 | 333.33 | 103.67 | 274 | 560 | 429.00 | 95.22 | – | – | – |
TSS (mg/L) | 16 | 29 | 21.62 | 4.89 | 28 | 46 | 36.40 | 6.91 | – | – | – |
TDS (mg/L) | 153.24 | 325.6 | 223.69 | 68.72 | 185.4 | 378.5 | 289.47 | 64.71 | 500–1,500 | 500 | 2,000 |
TA (mg/L) | 86 | 147 | 116.17 | 22.96 | 64 | 136 | 95.33 | 26.85 | – | – | – |
TH (mg/L) | 28 | 52 | 37.68 | 8.54 | 16 | 24 | 19.97 | 2.74 | 300.00 | – | – |
DO (mg/L) | 3.4 | 6.2 | 4.97 | 1.02 | 4.9 | 8.4 | 6.43 | 1.35 | 4.00 | – | – |
BOD (mg/L) | 4.6 | 7.8 | 6.12 | 1.26 | 2.6 | 4.3 | 3.47 | 0.64 | 3.00 | – | – |
COD (mg/L) | 27 | 38.5 | 32.58 | 4.50 | 16.5 | 27.5 | 21.33 | 4.05 | – | – | – |
Cl− (mg/L) | 16.5 | 24.5 | 20.87 | 3.30 | 9.8 | 17.2 | 13.72 | 3.03 | 250–600 | 250 | 1,000 |
![]() | 1.7 | 2.6 | 2.20 | 0.35 | 0.9 | 1.8 | 1.42 | 0.35 | 400.00 | 200 | 400.00 |
Total ![]() | 0.08 | 2.1 | 1.29 | 0.74 | 0.02 | 1.4 | 0.44 | 0.61 | – | – | – |
Total ![]() | 3.6 | 8.7 | 6.10 | 1.78 | 0.09 | 2.8 | 1.72 | 1.00 | 20–50 | 45 | NX |
Chl-a (μg/L) | 46.5 | 78.4 | 61.70 | 11.87 | 22.9 | 43.8 | 35.12 | 8.50 | – | – | – |
Fe (mg/L) | 0.64 | 0.9 | 0.78 | 0.09 | 0.52 | 0.76 | 0.65 | 0.09 | 0.3–50 | 0.3 | NX |
Water parameters . | Pre-monsoon . | Post-monsoon . | Indian standards for surface water (IS:2296) . | BIS (2012), drinking water standards . | |||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Min . | Max . | Mean . | SD . | Min . | Max . | Mean . | SD . | Desirable . | Permissible . | ||
pH | 7.7 | 8.6 | 8.25 | 0.38 | 6.3 | 7.6 | 6.98 | 0.50 | 6.5–8.5 | 6.5–8.5 | NX |
EC (μS/cm at 25 °C) | 228 | 490 | 333.33 | 103.67 | 274 | 560 | 429.00 | 95.22 | – | – | – |
TSS (mg/L) | 16 | 29 | 21.62 | 4.89 | 28 | 46 | 36.40 | 6.91 | – | – | – |
TDS (mg/L) | 153.24 | 325.6 | 223.69 | 68.72 | 185.4 | 378.5 | 289.47 | 64.71 | 500–1,500 | 500 | 2,000 |
TA (mg/L) | 86 | 147 | 116.17 | 22.96 | 64 | 136 | 95.33 | 26.85 | – | – | – |
TH (mg/L) | 28 | 52 | 37.68 | 8.54 | 16 | 24 | 19.97 | 2.74 | 300.00 | – | – |
DO (mg/L) | 3.4 | 6.2 | 4.97 | 1.02 | 4.9 | 8.4 | 6.43 | 1.35 | 4.00 | – | – |
BOD (mg/L) | 4.6 | 7.8 | 6.12 | 1.26 | 2.6 | 4.3 | 3.47 | 0.64 | 3.00 | – | – |
COD (mg/L) | 27 | 38.5 | 32.58 | 4.50 | 16.5 | 27.5 | 21.33 | 4.05 | – | – | – |
Cl− (mg/L) | 16.5 | 24.5 | 20.87 | 3.30 | 9.8 | 17.2 | 13.72 | 3.03 | 250–600 | 250 | 1,000 |
![]() | 1.7 | 2.6 | 2.20 | 0.35 | 0.9 | 1.8 | 1.42 | 0.35 | 400.00 | 200 | 400.00 |
Total ![]() | 0.08 | 2.1 | 1.29 | 0.74 | 0.02 | 1.4 | 0.44 | 0.61 | – | – | – |
Total ![]() | 3.6 | 8.7 | 6.10 | 1.78 | 0.09 | 2.8 | 1.72 | 1.00 | 20–50 | 45 | NX |
Chl-a (μg/L) | 46.5 | 78.4 | 61.70 | 11.87 | 22.9 | 43.8 | 35.12 | 8.50 | – | – | – |
Fe (mg/L) | 0.64 | 0.9 | 0.78 | 0.09 | 0.52 | 0.76 | 0.65 | 0.09 | 0.3–50 | 0.3 | NX |
NX, no relaxation, i.e., values/concentrations within the desirable limit are only acceptable; no values/concentrations are permitted/acceptable beyond the recommended standards.
Computation of water quality index and OPI
Evaluation of water quality index
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Relative weight of physico-chemical parameters
Parameters . | WHO standards (2006) . | BIS standards (2012) . | Weight (wi) . | Relative weight (Wi) . | |
---|---|---|---|---|---|
Desirable value . | Permissible value . | ||||
pH | 6.5–8.5 | 6.5–8.5 | NX | 4 | 0.114 |
EC | 2,000 | 2,000 | NX | 3 | 0.086 |
TDS | 1,000 | 500 | 2,000 | 5 | 0.143 |
TA | 200 | 200 | 600 | 2 | 0.057 |
TH | – | 200 | 600 | 3 | 0.086 |
Cl− | 250 | 250 | 1,000 | 4 | 0.114 |
![]() | 200 | 200 | 400 | 4 | 0.114 |
![]() | 45 | 45 | NX | 5 | 0.143 |
![]() | 0.3 | – | – | 3 | 0.086 |
Fe | 0.3 | 0.3 | – | 2 | 0.057 |
∑wi = 35 | ∑Wi = 1 |
Parameters . | WHO standards (2006) . | BIS standards (2012) . | Weight (wi) . | Relative weight (Wi) . | |
---|---|---|---|---|---|
Desirable value . | Permissible value . | ||||
pH | 6.5–8.5 | 6.5–8.5 | NX | 4 | 0.114 |
EC | 2,000 | 2,000 | NX | 3 | 0.086 |
TDS | 1,000 | 500 | 2,000 | 5 | 0.143 |
TA | 200 | 200 | 600 | 2 | 0.057 |
TH | – | 200 | 600 | 3 | 0.086 |
Cl− | 250 | 250 | 1,000 | 4 | 0.114 |
![]() | 200 | 200 | 400 | 4 | 0.114 |
![]() | 45 | 45 | NX | 5 | 0.143 |
![]() | 0.3 | – | – | 3 | 0.086 |
Fe | 0.3 | 0.3 | – | 2 | 0.057 |
∑wi = 35 | ∑Wi = 1 |
The classification of WQI is: excellent (Class A) (WQI < 25), good (Class B) (WQI: 25–50), moderate (Class C) (WQI: 51–75), poor (Class D) (WQI: 76–100), and very poor (Class E) (WQI > 100).
Lake water quality classification using WQI and organic pollution status (OPI)
WQI . | ||||||
---|---|---|---|---|---|---|
Sampling stations . | Pre-monsoon . | Post-monsoon . | ||||
WOI . | Class . | Status . | WOI . | Class . | Status . | |
S1 | 32.80 | B | Good | 25.31 | B | Good |
S2 | 69.09 | C | Moderate | 36.02 | B | Good |
S3 | 79.81 | D | Poor | 31.35 | B | Good |
S4 | 90.58 | D | Poor | 31.98 | B | Good |
S5 | 94.75 | D | Poor | 78.58 | D | Poor |
S6 | 70.41 | D | Poor | 63.59 | C | Moderate |
Mean ± SD | 72.91 ± 22.21 | C | Moderate | 44.47 ± 21.43 | B | Good |
OPI . | ||||||
Sampling stations . | Pre-monsoon . | Post-monsoon . | ||||
OPI . | Class . | Status . | OPI . | Class . | Status . | |
S1 | 1.02 | II | Begin to contaminated | 0.95 | I | Good |
S2 | 4.56 | V | Heavily polluted | 1.48 | III | Begin to contaminated |
S3 | 6.30 | V | Heavily polluted | 1.27 | III | Begin to contaminated |
S4 | 7.41 | V | Heavily polluted | 1.20 | III | Begin to contaminated |
S5 | 8.38 | V | Heavily polluted | 6.24 | V | Heavily polluted |
S6 | 4.69 | V | Heavily polluted | 4.78 | V | Heavily polluted |
Mean ± SD | 5.39 ± 2.61 | V | Heavily polluted | 2.65 ± 2.27 | III | Lightly polluted |
WQI . | ||||||
---|---|---|---|---|---|---|
Sampling stations . | Pre-monsoon . | Post-monsoon . | ||||
WOI . | Class . | Status . | WOI . | Class . | Status . | |
S1 | 32.80 | B | Good | 25.31 | B | Good |
S2 | 69.09 | C | Moderate | 36.02 | B | Good |
S3 | 79.81 | D | Poor | 31.35 | B | Good |
S4 | 90.58 | D | Poor | 31.98 | B | Good |
S5 | 94.75 | D | Poor | 78.58 | D | Poor |
S6 | 70.41 | D | Poor | 63.59 | C | Moderate |
Mean ± SD | 72.91 ± 22.21 | C | Moderate | 44.47 ± 21.43 | B | Good |
OPI . | ||||||
Sampling stations . | Pre-monsoon . | Post-monsoon . | ||||
OPI . | Class . | Status . | OPI . | Class . | Status . | |
S1 | 1.02 | II | Begin to contaminated | 0.95 | I | Good |
S2 | 4.56 | V | Heavily polluted | 1.48 | III | Begin to contaminated |
S3 | 6.30 | V | Heavily polluted | 1.27 | III | Begin to contaminated |
S4 | 7.41 | V | Heavily polluted | 1.20 | III | Begin to contaminated |
S5 | 8.38 | V | Heavily polluted | 6.24 | V | Heavily polluted |
S6 | 4.69 | V | Heavily polluted | 4.78 | V | Heavily polluted |
Mean ± SD | 5.39 ± 2.61 | V | Heavily polluted | 2.65 ± 2.27 | III | Lightly polluted |
Development of OPI
Nutrient index and TSIs for trophic classification of lake
Application of the nutrient index (NI) method and TSIs is very important as it helps to classify the lake water based on nutrient level and selected trophic-related water parameters individually, therefore initiating the preliminary steps towards lake management and conservation of aquatic ecosystem (Smith et al. 1999). High enrichment of nutrients is widely regarded as the major problem affecting the quality of water in any lentic ecosystem. Increased nutrients lead to high productivity thus facilitating algal bloom which greatly affects the water quality and also interferes with the overall ecological functions of the alpine lake.
Nutrient index (NI) values in lake water during pre-monsoon and post-monsoon seasons.
Nutrient index (NI) values in lake water during pre-monsoon and post-monsoon seasons.
In the present study, the trophic state of lake water was assessed using selected trophic-related parameters such as Chl-a, TP, and TN, and evaluated by comparing them with the EPA National Eutrophication standards (Table 4). The results clearly indicated the levels of measured variables are notably higher than the EPA standards, which imply the eutrophic condition of lake water in both seasons (Table 5).
Trophic condition of Mirik lake based on concentrations of Chl-a, TP, TN in different seasons, along with EPA National Eutrophication Survey (1974)
Classification of trophic state of lakes based on EPA National Eutrophication Survey (1974) . | ||||
---|---|---|---|---|
Chl-a (μg/L) . | Total phosphorous (μg/L) . | Total nitrogen (μg/L) . | Trophic condition . | . |
<7 | <10 | <400 | Oligotrophic | |
7–12 | 10–20 | 400–600 | Mesotrophic | |
> 12 | >20 | >600 | Eutrophic | |
Chlorophyll-a (μg/L) | ||||
Season | Min. | Max. | SD | Trophic condition |
Pre-monsoon | 46.50 | 78.40 | 11.87 | Eutrophic |
Post-monsoon | 22.90 | 43.80 | 8.50 | Eutrophic |
Total phosphorous (μg/L) | ||||
Season | Min. | Max. | SD | Trophic condition |
Pre-monsoon | 80 | 2,100 | 740 | Eutrophic |
Post-monsoon | 20 | 1,200 | 550 | Eutrophic |
Total nitrogen (μg/L) | ||||
Season | Min. | Max. | SD | Trophic condition |
Pre-monsoon | 3,600 | 7,200 | 1,320 | Eutrophic |
Post-monsoon | 90 | 2,800 | 1,000 | Eutrophic |
Classification of trophic state of lakes based on EPA National Eutrophication Survey (1974) . | ||||
---|---|---|---|---|
Chl-a (μg/L) . | Total phosphorous (μg/L) . | Total nitrogen (μg/L) . | Trophic condition . | . |
<7 | <10 | <400 | Oligotrophic | |
7–12 | 10–20 | 400–600 | Mesotrophic | |
> 12 | >20 | >600 | Eutrophic | |
Chlorophyll-a (μg/L) | ||||
Season | Min. | Max. | SD | Trophic condition |
Pre-monsoon | 46.50 | 78.40 | 11.87 | Eutrophic |
Post-monsoon | 22.90 | 43.80 | 8.50 | Eutrophic |
Total phosphorous (μg/L) | ||||
Season | Min. | Max. | SD | Trophic condition |
Pre-monsoon | 80 | 2,100 | 740 | Eutrophic |
Post-monsoon | 20 | 1,200 | 550 | Eutrophic |
Total nitrogen (μg/L) | ||||
Season | Min. | Max. | SD | Trophic condition |
Pre-monsoon | 3,600 | 7,200 | 1,320 | Eutrophic |
Post-monsoon | 90 | 2,800 | 1,000 | Eutrophic |
Pearson correlation matrix for the Mirik lake water variables
Variables . | pH . | EC . | TSS . | TDS . | TA . | TH . | DO . | BOD . | COD . | Cl− . | ![]() | ![]() | ![]() | Chl-a . | Fe . |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
(a) Pre-monsoon | |||||||||||||||
pH | 1 | .891* | .454 | .891* | .910* | .868* | .964** | .957** | .965** | .993** | .949** | .463 | .601 | .701 | .965** |
EC | 1 | .676 | .999** | .682 | .980** | .934** | .979** | .961** | .893* | .841* | .444 | .611 | .756 | .919** | |
TSS | 1 | .679 | .226 | .732 | .639 | .581 | .546 | .415 | .471 | .674 | .723 | .598 | .622 | ||
TDS | 1 | .680 | .976** | .934** | .978** | .959** | .895* | .832* | .440 | .595 | .755 | .917* | |||
TA | 1 | .640 | .785 | .770 | .789 | .902* | .872* | .230 | .515 | .369 | .806 | ||||
TH | 1 | .939** | .964** | .956** | .848* | .874* | .581 | .733 | .824* | .940** | |||||
DO | 1 | .974** | .975** | .947** | .925** | .633 | .685 | .835* | .993** | ||||||
BOD | 1 | .996** | .954** | .910* | .490 | .615 | .795 | .966** | |||||||
COD | 1 | .956** | .937** | .514 | .639 | .807 | .975** | ||||||||
Cl− | 1 | .909* | .381 | .510 | .667 | .937** | |||||||||
![]() | 1 | .571 | .782 | .716 | .962** | ||||||||||
![]() | 1 | .768 | .819* | .651 | |||||||||||
![]() | 1 | .605 | .749 | ||||||||||||
Chl-a | 1 | .825* | |||||||||||||
Fe | 1 | ||||||||||||||
(b) Post-monsoon | |||||||||||||||
pH | 1 | .940** | .545 | .943** | .911* | .888* | .948** | .937** | .938** | .861* | .780 | .691 | .982** | .835* | .988** |
EC | 1 | .767 | 1.000** | .938** | .962** | .932** | .954** | .950** | .902* | .882* | .763 | .963** | .866* | .971** | |
TSS | 1 | .766 | .735 | .724 | .668 | .734 | .720 | .792 | .884* | .687 | .585 | .493 | .646 | ||
TDS | 1 | .945** | .962** | .940** | .961** | .956** | .911* | .885* | .771 | .964** | .866* | .973** | |||
TA | 1 | .954** | .992** | .982** | .997** | .936** | .833* | .916* | .885* | .860* | .914* | ||||
TH | 1 | .932** | .929** | .950** | .847* | .772 | .877* | .901* | .941** | .900* | |||||
DO | 1 | .983** | .996** | .930** | .816* | .874* | .911* | .849* | .939** | ||||||
BOD | 1 | .984** | .975** | .895* | .837* | .928** | .843* | .947** | |||||||
COD | 1 | .934** | .838* | .886* | .910* | .851* | .940** | ||||||||
Cl− | 1 | .951** | .786 | .859* | .731 | .890* | |||||||||
![]() | 1 | .639 | .813* | .602 | .851* | ||||||||||
![]() | 1 | .647 | .797 | .682 | |||||||||||
![]() | 1 | .863* | .988** | ||||||||||||
Chl-a | 1 | .815* | |||||||||||||
Fe | 1 |
Variables . | pH . | EC . | TSS . | TDS . | TA . | TH . | DO . | BOD . | COD . | Cl− . | ![]() | ![]() | ![]() | Chl-a . | Fe . |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
(a) Pre-monsoon | |||||||||||||||
pH | 1 | .891* | .454 | .891* | .910* | .868* | .964** | .957** | .965** | .993** | .949** | .463 | .601 | .701 | .965** |
EC | 1 | .676 | .999** | .682 | .980** | .934** | .979** | .961** | .893* | .841* | .444 | .611 | .756 | .919** | |
TSS | 1 | .679 | .226 | .732 | .639 | .581 | .546 | .415 | .471 | .674 | .723 | .598 | .622 | ||
TDS | 1 | .680 | .976** | .934** | .978** | .959** | .895* | .832* | .440 | .595 | .755 | .917* | |||
TA | 1 | .640 | .785 | .770 | .789 | .902* | .872* | .230 | .515 | .369 | .806 | ||||
TH | 1 | .939** | .964** | .956** | .848* | .874* | .581 | .733 | .824* | .940** | |||||
DO | 1 | .974** | .975** | .947** | .925** | .633 | .685 | .835* | .993** | ||||||
BOD | 1 | .996** | .954** | .910* | .490 | .615 | .795 | .966** | |||||||
COD | 1 | .956** | .937** | .514 | .639 | .807 | .975** | ||||||||
Cl− | 1 | .909* | .381 | .510 | .667 | .937** | |||||||||
![]() | 1 | .571 | .782 | .716 | .962** | ||||||||||
![]() | 1 | .768 | .819* | .651 | |||||||||||
![]() | 1 | .605 | .749 | ||||||||||||
Chl-a | 1 | .825* | |||||||||||||
Fe | 1 | ||||||||||||||
(b) Post-monsoon | |||||||||||||||
pH | 1 | .940** | .545 | .943** | .911* | .888* | .948** | .937** | .938** | .861* | .780 | .691 | .982** | .835* | .988** |
EC | 1 | .767 | 1.000** | .938** | .962** | .932** | .954** | .950** | .902* | .882* | .763 | .963** | .866* | .971** | |
TSS | 1 | .766 | .735 | .724 | .668 | .734 | .720 | .792 | .884* | .687 | .585 | .493 | .646 | ||
TDS | 1 | .945** | .962** | .940** | .961** | .956** | .911* | .885* | .771 | .964** | .866* | .973** | |||
TA | 1 | .954** | .992** | .982** | .997** | .936** | .833* | .916* | .885* | .860* | .914* | ||||
TH | 1 | .932** | .929** | .950** | .847* | .772 | .877* | .901* | .941** | .900* | |||||
DO | 1 | .983** | .996** | .930** | .816* | .874* | .911* | .849* | .939** | ||||||
BOD | 1 | .984** | .975** | .895* | .837* | .928** | .843* | .947** | |||||||
COD | 1 | .934** | .838* | .886* | .910* | .851* | .940** | ||||||||
Cl− | 1 | .951** | .786 | .859* | .731 | .890* | |||||||||
![]() | 1 | .639 | .813* | .602 | .851* | ||||||||||
![]() | 1 | .647 | .797 | .682 | |||||||||||
![]() | 1 | .863* | .988** | ||||||||||||
Chl-a | 1 | .815* | |||||||||||||
Fe | 1 |
**Correlation is significant at the 0.01 level (two-tailed).
*Correlation is significant at the 0.05 level (two-tailed). Values highlighted in bold are indicate significant correlations.
The Trophic State Index (TSI) is a single quantitative index where numerical standardisation of selected variables is done. It is widely considered as a more realistic approach for classifying and evaluating the status of the lake;
TSI is calculated as
Trophic condition of Mirik lake based on TSIChl-a, TSITP, TSITN, TSISD in different seasons during the study period.
Trophic condition of Mirik lake based on TSIChl-a, TSITP, TSITN, TSISD in different seasons during the study period.
Multivariate statistical approach
The multivariate analysis of the sample data has been carried out employing correlation analysis, PCA, and CA. The main objective behind performing the multivariate analysis is to identify the constituent sources and to distinguish factors associated with the natural and anthropogenic contributions to the lake ecosystem.
Correlation analysis
Correlation analysis is used to observe both interrelationship and interdependency among the analysed parameters and the correlation coefficient value nearer to +1 or −1 suggesting the strong or weak relationship among the examined parameters (Cengiz et al. 2017). In this study, the correlation analysis among the Mirik lake water parameter is represented in Table 5(a) and 5(b) for pre and post-monsoon season, respectively. A significant positive correlation is obtained among the variables such as pH vs EC, TDS, TA, COD, Cl−, , and Fe during the pre-monsoon, while in the post-monsoon significant correlation is obtained among pH with EC, TDS, TA, COD, Cl−,
, Chl-a, and Fe. These results suggest that the higher anthropogenic activities in vicinity of the lake surroundings. Strong positive correlation noted among EC-TDS, EC-TH, DO-BOD, BOD-COD, COD-Cl−, and COD-
in both the season, i.e., in pre- and post-monsoon season, suggesting seasonal weathering of earth crust components and influx from nearby forest area. Particularly, strong positive correlation among COD vs
and
and DO-Chl-a, TH-Chl-a, and
-Chl-a in post-monsoon and moderate positive correlation among TSS vs
and
in pre-monsoon, suggesting seasonal effect highly influenced the tropic status of lake water.
Principal component analysis
PCA was used to extract the most important parameters explaining the quality of the water and determining the latent factors affecting the water quality. PCA (after varimax rotation) of analysed variables in the pre- and post-monsoon season extracts three principal components (PC1, PC2, and PC2), accounting for 97.759 and 99.123% of the cumulative variables of the dataset (eigen value >1), respectively and are shown in Table 6. In pre-monsoon season, the first principal component (PC1) exhibits higher loadings for pH, TA, DO, BOD, COD, Cl−, , Fe. This component can be linked to anthropogenic activity and exogenic contributions. The second principal component (PC2) accounts for EC, TDS, and TH; which can be attributed to geogenic factors such as soil erosion and mineral dissolution in the lake watershed. PC 3 shows higher loadings for TN, TP, and Chl-a, which infers lake water chemistry is influenced by trophic parameters due to excess nutrient loading in the lake water system. While during the post-monsoon season, the PC1 reveals higher loadings for pH, EC, TDS, TN, and Fe, which may occur due to the combined influence of anthropogenic contributions and temporal factors (such as precipitation and mineral dissolution). The PC2 accounts for TP and Chl-a; which is an indicative of eutrophic condition and excess nutrient in lake water. PC3 shows higher loadings for TSS,
, Cl−, which can be linked with lithogenic and exogenic factors.
Varimax rotated PCA loadings matrix of Mirik lake water parameters
Variables . | Component (pre-monsoon) . | Component (post-monsoon) . | ||||
---|---|---|---|---|---|---|
PC1 . | PC2 . | PC3 . | PC1 . | PC2 . | PC3 . | |
pH | .864 | .425 | .252 | .873 | .373 | .290 |
EC | .594 | .758 | .251 | .739 | .429 | .496 |
TSS | .018 | .642 | .645 | .197 | .336 | .896 |
TDS | .590 | .767 | .240 | .739 | .436 | .498 |
TA | .970 | .100 | .099 | .603 | .637 | .469 |
TH | .550 | .706 | .421 | .628 | .651 | .381 |
DO | .706 | .555 | .421 | .678 | .583 | .411 |
BOD | .711 | .646 | .273 | .683 | .504 | .511 |
COD | .742 | .589 | .303 | .654 | .588 | .458 |
Cl− | .861 | .469 | .148 | .591 | .406 | .655 |
![]() | .837 | .295 | .442 | .549 | .195 | .806 |
![]() | .143 | .198 | .934 | .277 | .871 | .395 |
![]() | .403 | .170 | .824 | .887 | .320 | .325 |
Chl-a | .336 | .577 | .602 | .667 | .679 | .113 |
Fe | .735 | .488 | .468 | .849 | .324 | .409 |
Variables . | Component (pre-monsoon) . | Component (post-monsoon) . | ||||
---|---|---|---|---|---|---|
PC1 . | PC2 . | PC3 . | PC1 . | PC2 . | PC3 . | |
pH | .864 | .425 | .252 | .873 | .373 | .290 |
EC | .594 | .758 | .251 | .739 | .429 | .496 |
TSS | .018 | .642 | .645 | .197 | .336 | .896 |
TDS | .590 | .767 | .240 | .739 | .436 | .498 |
TA | .970 | .100 | .099 | .603 | .637 | .469 |
TH | .550 | .706 | .421 | .628 | .651 | .381 |
DO | .706 | .555 | .421 | .678 | .583 | .411 |
BOD | .711 | .646 | .273 | .683 | .504 | .511 |
COD | .742 | .589 | .303 | .654 | .588 | .458 |
Cl− | .861 | .469 | .148 | .591 | .406 | .655 |
![]() | .837 | .295 | .442 | .549 | .195 | .806 |
![]() | .143 | .198 | .934 | .277 | .871 | .395 |
![]() | .403 | .170 | .824 | .887 | .320 | .325 |
Chl-a | .336 | .577 | .602 | .667 | .679 | .113 |
Fe | .735 | .488 | .468 | .849 | .324 | .409 |
Extraction method: principal component analysis; Rotation method: Varimax with Kaiser normalization.
Rotation converged in nine iterations. Values highlighted in bold represent higher loading and show larger correlations with extracted PC.
Cluster analysis
![](https://iwa.silverchair-cdn.com/iwa/content_public/journal/wpt/18/4/10.2166_wpt.2023.039/1/m_wpt-d-23-00087if18.gif?Expires=1739895616&Signature=N4pEv6GY5YO9rKaGpt4rSOKhER9DffDOxc~l4oKjRb9HAbXcoBbE19E9dlz8pGJdDZDqjJ4BjhHdNC4QtqkNhrO3thsEZnpRuBkPI7P1vfecw5cfpHeOwbm3poiQPkgUBx5XjfXaiAoRaDiCbjqnYf33eQRZwvqbs6RnSi~oGTd37JkaM~XI6QA0EwlzErdZk5ytv2mpD8m7eKLvl-G8wSuXrhxQdEVAGoRfi3oA85tMyyWJUYNAV~ggbT9Zui2cBXm8NUdgccJpU3ZzUPqvtW7QTDyKREycHWw8OGEycmeswH5ztWjthPWqblGsGONg611QmdXqnWrvz1L23VEw8Q__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA)
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![](https://iwa.silverchair-cdn.com/iwa/content_public/journal/wpt/18/4/10.2166_wpt.2023.039/1/m_wpt-d-23-00087if21.gif?Expires=1739895616&Signature=tHvZbPtInB0O6U2UmdcQU~xpVS7bpAr5gXzCbD6V7UtuODNt-i~~IRVqApiuTRpfQrylq1iqJKi4wJV6KDWQqIlySkM9cQXM2~-TNpMw9fwQwEN2drpSVtWO~FdBhBh~GDR78PWT~d0ORhqNI1NpiKZmEnjQtgjlEqH4zWFfjwoPq8RlcpufmQNDYAAG7piQbEIwvR0YX~NcvBmyuUPX4xcKjxQlko4eOsllpZ0KxmiC3az97e7rCiCS3uXnyUKEYhsf9fu5~xmaNpND28Va87Y1EU3MlnPODVyjDNBUOF7R~g5fHRO4gMH5EGF6Lm9TPEvVf6BY8G8TVpXGt6egOA__&Key-Pair-Id=APKAIE5G5CRDK6RD3PGA)
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Cluster analysis of measured variables in pre-monsoon and pre-monsoon seasons.
STRATEGIES FOR SUSTAINABLE MANAGEMENT OF LAKE WATER RESOURCES
Mirik lake, recognized as a popular tourist destination in West Bengal, is comprised of a pristine wetland with broad biodiversity and aesthetic exquisiteness. Therefore, many tourists frequently visit to ML every year. So, the local economy surrounding the ML area is significantly dependent on the tourism revenue. However, Mirik lake is experienced the severe deterioration in water quality over the years mainly due to manmade pollution. Subsequent to the development of Mirik lake as tourist attraction, Mirik town has been developed with unplanned human settlement. Insufficient drainage and lack of sewage system around the ML have practically transformed the lake into a sewage disposal reservoir. Discharge of wastewater into the lake water from nearby hotels and houses and throwing of garbage such as various types of plastics materials, pouches, packets, etc., into the lake water are observed as a common practice. In addition to that, local people have been using the ML for washing and bathing purposes. All these activities have triggered off the soil erosion and siltation in the lake system and aggravating the water pollution level of Mirik lake (Roy & Nandi 2012).
The present study revealed that the WQI is poor mainly in sampling stations S3, S4, S5, and S6 during the pre-monsoon season and in S5 during the post-monsoon season. The mean values of WQI of all six sampling stations highlight moderate and good during the pre and post-monsoon seasons, respectively. Similarly, the water classification based on OPI status has shown that the water is heavily polluted in sampling stations S2–S6, except S1 during the pre-monsoon season and in S5 and S6 during the post-monsoon season. The mean values of OPI of all six sampling stations reflect that the water is heavily polluted in pre-monsoon season and lightly polluted during post-monsoon season.
Based on observation and analytical results, some management strategies can be recommended on account of restricting the water pollution level as well as improving the ecological condition of Mirik lake. The government as well as local authority should take appropriate measures for ensuring a complete ban of sewage disposal into the lake water. Therefore, sewage treatment plants and proper sewerage system must be developed around the lake and simultaneously its proper maintenance should be taken care of. Similarly, littering with garbage at the Mirik lake adjacent areas must be banned. In addition, apt management related to the implementation of requisite security, sanitation facility, and lighting arrangement at night for tourists should be ensured at the ML surrounding areas. The daily monitoring and deweeding of the Mirik lake water must carry out as water quality (both biological and chemical) serves as a good eco-reflector. Additionally, cleaning of the overall lake surrounding area, desilting activities at frequent intervals, and afforestation programmes must be performed specifically to enhance Mirik lake's water capacity and at the same time minimising the chances of soil erosion nearby the lake. Also, it may be helpful to provide necessary alternate arrangements for washing and bathing for the local people. The efforts towards watershed management in ML catchment area can be useful. After all, the awareness campaigns regarding the importance of conserving lake water and the adjacent ecosystem must be carried out by the government, local authority, NGOs, etc., to educate the people more often (Roy et al. 2017).
CONCLUSION
To understand global environmental dynamics, it is essential to study remote and high-altitude alpine lakes, as these are important fresh-water resources for humans and living organisms in the hills and mountains. However, under the influence of tourism and anthropogenic interference, this lake can be considered as a model, portraying possible global degradation trends. The physico-chemical assessment of the lake water has shown notable seasonal variations, and higher values for EC, TDS, TSS, and DO were recorded in the post-monsoon season. Elevated levels of TDS and TSS are the result of not only anthropogenic contributions but also frequent landslides and soil erosion in the lake catchment area during the post-monsoon season. The turbidity and Cl− can be well linked to sewage contributions and deposits through anthropogenic sources from surrounding human settlements and located nearby to the studied lake. The measured variables were within the permissible limits according to the Indian standards for surface water quality. However, the lake water was found to be highly eutrophic when concentrations of chlorophyll-a, TP, and TN were considered. The calculated values of TSIchl-a have shown the eutrophic state of lake water, while the results of TSITP and TSITN have depicted the hypertrophic condition of lake water during the investigation period. This observed trophic state in the lake water, from eutrophic to hypertrophic range, is a matter of serious concern, and it displays a steady sign of deterioration in the quality of lake water.
Correlation studies, CA, PCA have helped in establishing the relative interdependency of measured variables and possible source identification. Results from PCA have depicted the possible sources of pollution for the lake, which are both anthropogenic and natural, including recreational activities, municipal waste discharge, seasonal weathering, and soil erosion. CA has grouped the measured variables into three different clusters based on water quality characteristics and pollution levels. The study also revealed four distinctive pollution sources in the lake water system, such as suspended solids, nutrients, and natural organic and inorganic pollution and concluded that multivariate analysis is a useful and current tool for water quality monitoring and helps to suggest the future course of action for the restoration of the lake water ecosystem. Based on present observations, some relevant management strategies can be recommended on account of restricting the water pollution level as well as improving the ecological condition of the studied lake. However, further investigation into the sediment profile in the lake system, as well as a detailed survey on the socio-economic paradigm, may be necessary in the coming days to undertake restoration measures for the protection of the lake's water quality and health, as well as better management of the lake's surrounding areas.
ACKNOWLEDGEMENTS
The authors wish to thank Amity University Kolkata and Asansol Engineering College, West Bengal for proving infrastructures and facilities to carry out this research work. The authors sincerely acknowledge DST, GOI, for partial financial support (Project No. DST/TMD/EWO/WTI/2K19/EWFH/2019/217).
DATA AVAILABILITY STATEMENT
All relevant data are included in the paper or its Supplementary Information.
CONFLICT OF INTEREST
The authors declare there is no conflict.