The accelerated growth of cyanobacteria in water bodies is a global critical environmental issue caused by continuous discharges of effluents into the environment that are rich in phosphorus and nitrogen. So, cyanobacteria have found propitious conditions for proliferation, provoking significant ecological imbalances. Cyanobacteria produce cyanotoxins, which are harmful to life, and compounds like 2-methylisoborneol and geosmin that affect water's taste and odor. This study analyzed a long-term database of important environmental parameters from a tropical reservoir in São Paulo State, Brazil. The statistical methods of correlation matrices and principal component analysis were used. Data analysis revealed a significant relationship between cyanobacteria growth and high levels of phosphate and nitrogen. Furthermore, positive correlations were found among concentrations of biocidal elements like antimony, arsenic, and selenium related to cyanobacterial bloomings. These correlations can be attributed to agricultural wastewaters and/or possible algicide used to control these microorganisms.

  • Maintenance and safe management of public supply reservoirs.

  • Water quality factors correlating with cyanobacteria blooms.

  • Consequences of cyanobacteria blooms and contamination by cyanotoxins.

  • Sustainable management and monitoring of supply reservoirs.

  • Correlations of pollutants and compounds originating from human activity with cyanobacteria blooms.

Good quality water supply is essential for maintaining the health of the population. However, the quality of water in urban supply reservoirs is susceptible to contamination and diseases that can be transmitted through the consumption of contaminated water and the agricultural irrigation using this resource (Dal'Olio Gomes et al. 2021). Due to the proximity of urban centers, reservoirs are subject to a myriad of contaminants, from domestic sewage, industrial effluents, and waste associated with agricultural activities that are rich in phosphorus, nitrogen, and potassium (Esteves 2012).

The elevated concentration of organic matter resulting from the contamination of reservoirs, combined with the increased concentrations of nitrogen, phosphorus and potassium caused by the improper disposal of domestic effluents and agricultural activities, associated with high average temperatures (15–30 °C) and a neutral to alkaline pH (range from 6 to 9), create conditions favorable to the eutrophication process of the water bodies (Paerl & Paul 2012). Once eutrophicated, a water body is subject to cyanobacterial blooms (Machado 2016). The microorganisms present in these blooms can, in turn, produce metabolites (cyanotoxins) that are highly harmful to human health, having cytotoxic, hepatotoxic, and neurotoxic effects (Uriza et al. 2017). Cyanotoxins can remain in the body of water for a long time. There are records of microcystins (main metabolites produced by cyanobacteria) that remained in bodies of water for up to six months (Uriza et al. 2017). In addition to cyanotoxins, some organisms produce organic compounds, such as geosmin and 2-methilisoborneol (MIB), which are difficult to remove by conventional water supply treatment. They are responsible for the earthy taste and musty odor of water, even in nanogram concentrations (Visentin et al. 2019). These compounds are not toxic; however, they may cause discomfort to consumers (Mustapha et al. 2021).

The regular water treatment processes carried out in the water treatment stations are not capable of efficiently removing cyanotoxins, nor the organic compounds that cause the unpleasant taste and odor, present in a eutrophic water body with cyanobacterial bloom, because of the high complexity of these molecules (Henrique et al. 2021). Hence, to remove these substances and the cyanobacterial cells present in the water body, complex techniques would be necessary, such as ultrafiltration, oxidative processes, and adsorption by activated carbon (Serrà et al. 2021). These alternative methods would make the water treatment processes more expensive and would require permanent or intermittent changes in the operation or configuration of the unit operations in the water treatment process. Therefore, the development of an active monitoring of water resources that assists in decision-making by managers is essential for maintaining the quality of water in reservoirs.

The Guarapiranga Reservoir is one of the main water suppliers in the São Paulo Metropolitan Area (SPMA), supplying about 4.9 million inhabitants (SABESP 2022) from a total of 22 million people in the SPMA (Instituto Brasileiro de Geografia e Estatística 2023). Some studies showed that the concentrations of cyanobacteria in the Guarapiranga Reservoir were higher than 50,000 cells/mL (Lizarralde 2014; Martins dos Santos 2014; Pires 2014). That is a threshold value or limit established (CONAMA 2005) for the water body classification. These results expose that the reservoir has constant and recurrent problems with cyanobacterial blooms (Sonobe et al. 2019).

Public reports of water quality parameters from reservoirs at São Paulo State in Brazil are provided by São Paulo Sanitation Company (SABESP 2022). Monthly monitoring data from the reports of the Guarapiranga Reservoir from 2010 to 2022, containing physical, chemical, microbiological, volumetric, and precipitation parameters, were used in the present work.

Most of the researchers using environmental and water quality parameters in reservoirs, including the Guarapiranga one, were carried out with in situ collections and with time intervals that rarely exceeded one year. This research project aims to understand how the dynamics of cyanobacterial blooms work on a broad time scale (over 10 years), seeking the conditions that can support the understanding of the water quality parameters that can contribute to cyanobacterial blooms. Knowing the more relevant parameters for the increasing cyano cells would assist the development of mathematical models that can predict the phenomena. This is important to avoid new blooms and mitigate them, or even if these blooms were already established, it could help in taking the appropriate decisions to preserve the quality of water.

Characterization of the Guarapiranga Reservoir

The Guarapiranga Reservoir is located in the southwest of SPMA, with the geographical coordinates 23°40′17″ S and 46°43′39″ W (Figure 1). The dominant climate type is Cwa, per the Köppen climate classification system, characterized by a tropical climate of altitude with wet summers and dry winters (Benassi et al. 2021). Its main natural tributaries are the Embu-Mirim, Embu-Guaçu, and Parelheiros rivers, called natural flowrates in this research. Moreover, the reservoir receives waters from the Capivari River (Capivari flowrate) and the Taquacetuba branch of the Billings reservoir. It has an extension of approximately 638 km2 and a volume close to 171 km3, with an average depth of 6.4 m, reaching up to 13 m in deeper regions. It is mainly used for urban supply, serving around 4.9 million people in São Paulo and municipalities close to the reservoir at the SPMA, with a withdrawal flowrate of around 12.92 m3/s (SABESP 2021).
Figure 1

Guarapiranga Reservoir monitoring stations, highlighting its insertion in the SPMA.

Figure 1

Guarapiranga Reservoir monitoring stations, highlighting its insertion in the SPMA.

Close modal

The Guarapiranga Reservoir was impacted by irregular urban expansion, without any planning, specially related to domestic wastewater collection and disposal. Because of that, sewage is discharged into the reservoir (Nishimura et al. 2014). Besides, the reservoir receives waters from the Billings reservoir, which is impacted by the Pinheiros river, a very polluted water course, which has its waters pumped into it. The main objective of that pumping is maintaining the reservoir level and the diverse use of the water, specially providing water to other supplying systems and for energy production.

To determine the correlations of water quality parameters with cyanobacterial blooms, two statistical analyses, which are commonly used in research works in the environmental area, were applied, namely, Pearson's correlation matrix and principal component analysis (PCA) (Zeinalzadeh & Rezaei 2017; Pastro et al. 2020; Kothari et al. 2021).

The available data come from three monitoring stations: A, B, and C, at the Guarapiranga Reservoir. Details of the reservoir and the monitoring stations are shown in Figure 1. The stations were located near the dam, including water intake for supplying (station A), in the middle of the water body (station B), and near the transposition of the Billings reservoir (station C). That transposition from the Billlings to Guarapiranga Reservoir uses the Parelheiros river (Figure 1) (Secretary of the Environment of the State of São Paulo 2006).

Data organization

Data obtained from reports (SABESP 2022) available were organized in spreadsheets on a time scale from 2010 to 2022. The parameters considered in this work were conductivity (μS/cm), reversal flow from the Billings reservoir (Taquacetuba branch) (m³/s), Capivari reversal flow (m3/s), turbidity (NTU), free cyanide (mg/L), chloride (mg/L), biochemical oxygen demand (BOD) (mgO2/L), antimony (mg/L), arsenic (mg/L), barium (mg/L), cadmium (mg/L), chromium (mg/L), copper (mg/L), iron (mg/L), lead (mg/L), manganese (mg/L), mercury (mg/L), nickel (mg/L), selenium (mg/L), silver (mg/L), zinc (mg/L), phosphorus (mg/L), nitrate (mg/L), nitrite (mg/L), dissolved oxygen (mg/L), pH, total solids (mg/L), cyanobacteria (cells/mL), microcystins (μg/L), and saxitoxins (μg/L).

The parameters of precipitation (mm), Guarapiranga natural flow rate to the reservoir (m³/s), and volume (hm³) were obtained from the National Water and Sanitation Agency (ANA 2021). The meteorological data of total monthly insolation time (h) and air temperature (°C) were downloaded from the Brazilian Meteorological Institute (INMET 2021). Similarly, all data were organized in the same time scale from 2010 to 2022.

The regulatory data (Capivari Flow, Taquacetuba Flow, and Natural Flow) were calculated based on the monthly average, and the precipitation was accumulated over each month.

Correlation matrix analysis

The correlation matrix analysis was chosen because it is widely used in the scientific literature for understanding water quality parameters and identifying correlations among these parameters (Khatoon 2013; Wang et al. 2017). The determination of the correlations between cyanobacteria and the water quality, and the meteorological and volumetric parameters were studied using the Pearson correlation coefficient with a significance of p < 0.05. This coefficient ranges from −1 to 1. Positive correlations from 0 to 1 indicate that the parameters are in consonance, that is, when one parameter increases, the others also increase, while values from 0 to −1 show that the increase of one parameter implies the decrease of another (Kothari et al. 2021). The correlation matrix analyses were performed as a guide for PCA.

Principal component analysis

With the results of the correlation matrices in hand, the PCA was performed, which allows correlating parameters of different dimensions by normalizing them and graphically and concisely displays the correlations among the analyzed data. It transforms the data sets into linear functions, so that they can be displayed bidimensionally on a diagram of two main factors (Mostafaei 2014). This analysis, in addition to allowing the visualization of correlations with cyanobacteria, also makes it possible to verify the correlations among the other water quality parameters, bringing a better understanding of how this aquatic ecosystem behaves.

Description of the analysis performed

The biological, physical, meteorological, chemical, and regulatory parameters of this reservoir, obtained from reports of various government databases, were organized monthly in Excel and Access software from 2010 to 2021 and unified into a general database. This general database, in turn, was entered into the Statistica software from Statsoft South America, the data were normalized with a mean of 0 and a standard deviation of 1, and analyses were conducted using the Pearson correlation matrix and the subsequent PCAs, as described in the flowchart of Figure 2.
Figure 2

Graphical description of the activities performed.

Figure 2

Graphical description of the activities performed.

Close modal

Correlation matrix analysis

The correlation matrix analysis for cyanobacteria at monitoring stations A, B and C yielded the results presented in Table 1. The values highlighted in bold were those with significant correlations (p < 0.05).

Table 1

Pearson correlations among water quality parameters and cyanobacteria cell counts for the three monitoring stations (A, B, and C)

Correlations with cyanobacteria cell count
ParametersAcronymsABC
Air temperature (°C) Tair 0.108548 0.093256 0.097030 
Antimony (mg/L) Sb 0.298381 0.439712 0.200951 
Arsenic (mg/L) Ar 0.185950 0.293243 0.226699 
Barium (mg/L) Ba − 0.234023 − 0.208731 −0.071649 
BOD (mgO2/L) BOD 0.049452 −0.034270 0.460838 
Cadmium (mg/L) Cd − 0.204069 −0.058039 − 0.217055 
Capivari flow reversal (m3/s) QCapivari 0.041252 0.025147 0.249106 
Chloride (mg/L) Chloride 0.498920 0.420105 0.031640 
Chromium (mg/L) Cr 0.006552 0.064207 0.113810 
Conductivity (μS/cm) Cond 0.078042 0.155751 0.155073 
Copper (mg/L) Cu −0.032448 −0.040821 −0.140465 
Cyanobacteria (cells/mL) Cyano 1.000000 1.000000 1.000000 
Dissolved oxygen (mg/L) DO 0.052057 0.167836 0.148531 
Free cyanide (mg/L) FrCyan − 0.399209 − 0.426530 − 0.455567 
Total monthly insolation time (h) Insol 0.031181 0.146512 0.040214 
Iron (mg/L) Fe −0.079199 0.001772 −0.060218 
Lead (mg/L) Pb − 0.245485 −0.021546 −0.113349 
Manganese (mg/L) Mn 0.190286 − 0.209840 −0.084622 
Mercury (mg/L) Hg 0.313768 −0.162442 − 0.287272 
Microcystins (μg/L) Microcys −0.024865 −0.056568 −0.069209 
Natural Flow (m3/s) QNatural −0.044871 −0.049928 −0.164316 
Nickel (mg/L) Ni − 0.205033 −0.026362 −0.107435 
Nitrate (mg/L) NO3 − 0.249410 0.061841 0.088716 
Nitrite (mg/L) NO2 0.200661 0.172204 0.211183 
pH pH −0.039233 −0.004296 − 0.355382 
Phosphorus (mg/L) 0.426159 0.183841 0.276001 
Precipitation (mm) Rain 0.072490 0.054874 −0.000728 
Saxitoxins (μg/L) SXT – −0.031601 0.306039 
Selenium (mg/L) Se 0.255137 0.446208 0.378973 
Silver (mg/L) Ag 0.133158 0.213909 0.200376 
Taquacetuba flow reversal (m3/s) QTaqucetuba −0.095369 −0.037153 0.100085 
Total solids (mg/L) TS 0.312836 0.391453 0.089046 
Turbidity (NTU) Turb 0.504706 0.646435 0.213864 
Volume (hm3Volume −0.135432 −0.147685 − 0.261261 
Zinc (mg/L) Zn − 0.187241 − 0.225628 0.117982 
Correlations with cyanobacteria cell count
ParametersAcronymsABC
Air temperature (°C) Tair 0.108548 0.093256 0.097030 
Antimony (mg/L) Sb 0.298381 0.439712 0.200951 
Arsenic (mg/L) Ar 0.185950 0.293243 0.226699 
Barium (mg/L) Ba − 0.234023 − 0.208731 −0.071649 
BOD (mgO2/L) BOD 0.049452 −0.034270 0.460838 
Cadmium (mg/L) Cd − 0.204069 −0.058039 − 0.217055 
Capivari flow reversal (m3/s) QCapivari 0.041252 0.025147 0.249106 
Chloride (mg/L) Chloride 0.498920 0.420105 0.031640 
Chromium (mg/L) Cr 0.006552 0.064207 0.113810 
Conductivity (μS/cm) Cond 0.078042 0.155751 0.155073 
Copper (mg/L) Cu −0.032448 −0.040821 −0.140465 
Cyanobacteria (cells/mL) Cyano 1.000000 1.000000 1.000000 
Dissolved oxygen (mg/L) DO 0.052057 0.167836 0.148531 
Free cyanide (mg/L) FrCyan − 0.399209 − 0.426530 − 0.455567 
Total monthly insolation time (h) Insol 0.031181 0.146512 0.040214 
Iron (mg/L) Fe −0.079199 0.001772 −0.060218 
Lead (mg/L) Pb − 0.245485 −0.021546 −0.113349 
Manganese (mg/L) Mn 0.190286 − 0.209840 −0.084622 
Mercury (mg/L) Hg 0.313768 −0.162442 − 0.287272 
Microcystins (μg/L) Microcys −0.024865 −0.056568 −0.069209 
Natural Flow (m3/s) QNatural −0.044871 −0.049928 −0.164316 
Nickel (mg/L) Ni − 0.205033 −0.026362 −0.107435 
Nitrate (mg/L) NO3 − 0.249410 0.061841 0.088716 
Nitrite (mg/L) NO2 0.200661 0.172204 0.211183 
pH pH −0.039233 −0.004296 − 0.355382 
Phosphorus (mg/L) 0.426159 0.183841 0.276001 
Precipitation (mm) Rain 0.072490 0.054874 −0.000728 
Saxitoxins (μg/L) SXT – −0.031601 0.306039 
Selenium (mg/L) Se 0.255137 0.446208 0.378973 
Silver (mg/L) Ag 0.133158 0.213909 0.200376 
Taquacetuba flow reversal (m3/s) QTaqucetuba −0.095369 −0.037153 0.100085 
Total solids (mg/L) TS 0.312836 0.391453 0.089046 
Turbidity (NTU) Turb 0.504706 0.646435 0.213864 
Volume (hm3Volume −0.135432 −0.147685 − 0.261261 
Zinc (mg/L) Zn − 0.187241 − 0.225628 0.117982 

Values in bold represent statistically significant correlations (p < 0.05).

The results obtained from the correlation matrices reveal the presence of some chemical compounds not found in a reservoir in its natural preservation state. A significant finding is that these elements (antimony, arsenic, selenium, and mercury) exhibit low average concentrations. However, there is variation in the readings taken by the monitoring stations, with minimum and maximum values thus showing standard deviation, mean, and variance, which enabled the statistical analyses to be conducted. Hence, these compounds, such as antimony, arsenic, and selenium, showed positive correlations with cyanobacteria and are strong indicators of contamination of the reservoir waters by agricultural activities near the banks of the dam, as these compounds are very common in pesticides and herbicides (Souza et al. 2022). However, negative correlations were found with metallic ions (with the exception of mercury), as these compounds have a cytotoxic effect and would hinder the blooms of cyanobacteria (Esteves 2012). Mercury, in addition to being extremely toxic, exhibits bioaccumulative behavior (Li et al. 2020). When it is in environments rich in organic matter, it forms complexes through methylations of this metal with the organic matter present in the aquatic environment (Li et al. 2020). In environments with cyanobacterial blooms (eutrophicated and rich in organic matter), the complexation of this metal and bioaccumulation at trophic levels is expected (Drude de Lacerda Olaf Malm 2008).

The positive correlation for the chloride anion (stations A and B) may indicate the use of algicides in conjunction with peroxides, which are compositions widely used to combat cyanobacterial blooms and are rich in chloride ions (Ferreira 2018). As mentioned previously, station A is near the intake for supplying and one of the measures to control blooming is the addition of algicides in the reservoir (Ferreira 2018). The strong correlation with chloride may be related to the formation of trihalomethanes, which occurs when there is a high amount of organic matter in the water. This phenomenon usually happens when the reservoir is being treated with algicide mixtures containing compounds with a high presence of chlorine. This supports the elevated presence of chlorides in the water (Santos Franco et al. 2020). Notably, at station B, there is a weak positive correlation with the daily insolation rate, reinforcing what is described in the literature about these microorganisms being photosynthetic (Beltran-Perez & Waniek 2021).

Positive correlations for phosphorus and nitrites (an intermediate compound formed in the metabolization of the nitrogen matrix to nitrate) are related to the eutrophication process of the water body, which makes conditions favorable for cyanobacterial blooms that feed on these nutrients and multiply excessively, causing an imbalance in the epilimnion of the reservoir and contaminating it with cyanotoxins (Jankowiak et al. 2019). The positive correlation with turbidity matches what happens in eutrophicated reservoirs with cyanobacterial blooms; the high concentration of these microorganisms clouds the water and prevents light from reaching the lower levels of the reservoir. Total solids have a positive correlation because of the enormous amount of organic matter suspended in the reservoir and dead cyanobacterial cells.

At station C, the positive and significative correlation with saxitoxins is a strong indication of the presence of cyanobacterial blooms, as these metabolites are produced by cyanobacterial blooms (De Julio et al. 2010) and have neurotoxic action (Uriza et al. 2017). This is an alarming situation, showing the importance of controlling cyanobacterial growing. The positive correlation with phosphates and nitrites supports the indication of an eutrophicated environment with significant concentrations of cyanobacteria.

The strong positive correlation between BOD and cyanobacteria indicates that the aquatic environment in this section of the reservoir is in a state of high pollution, with the occurrence of hypereutrophication at this locale (Aprol et al. 2021). Additionally, the occurrence of blooms can be demonstrated because of the correlations with saxitoxins.

The results from the correlations of the regulation parameters of the Guarapiranga Reservoir (natural flowrate, Capivari flowrate, Taquacetuba flowrate, and volume of the reservoir) with the concentration of cyanobacteria were not significant, with the exception of station C, where a positive correlation with volume was observed. The analysis (p < 0.05) also revealed that, despite the lack of a direct correlation with the growth of cyanobacteria, the Taquacetuba flowrate branch shows significant and positive correlations with contaminants present in the reservoir such as chloride (0.2444), lead (0.2337), conductivity (0.6231), and manganese (0.2136). This may indicate that this flow is a strong contributor to the pollution and worsening of the water quality in the reservoir.

Principal component analysis

The implementation of the PCA method allowed the assessment of covariance and the behavior of relevant physical and chemical water quality parameters in relation to the average monthly count of cyanobacteria. The correlations for the two factors are presented in Table 2 for the collection data from stations A, B, and C. When analyzing the PCA results for the three monitoring stations, it can be understood that Factor 1 is highly associated with the water quality parameters, and Factor 2 is associated with the regulatory and climatic parameters of the reservoir. Thus, this observation is consistent with the results of the correlation matrices and what is described in the literature, which is that water quality parameters affect the concentration of cyanobacteria, and regulatory and climatic parameters do not show a direct correlation with the blooms of these microorganisms.

Table 2

PCA for Guarapiranga monitoring stations A, B, and C

Monitoring stationsA
B
C
ParametersFactor 1Factor 2Factor 1Factor 2Factor 1Factor 2
Cyanobacteria (cells/mL) −0.513686 0.157654 0.476566 0.174761 −0.459397 0.221882 
Air temperature (°C) −0.017200 0.212961 −0.029863 0.129854 0.035596 0.027179 
Antimony (mg/L) −0.729620 0.318082 0.698510 0.531634 −0.452425 −0.455609 
Arsenic (mg/L) −0.658266 0.072045 0.615783 0.306165 −0.415176 −0.188846 
Barium (mg/L) 0.621042 −0.194775 −0.536482 −0.359347 0.483721 0.495632 
BOD (mgO2/L) −0.088949 −0.154713 0.147512 −0.253814 0.517143 0.323952 
Cadmium (mg/L) 0.493467 0.040094 0.084333 0.150329 −0.228309 0.100961 
Capivari flow reversal (m3/s) −0.281014 −0.535700 0.353329 −0.573528 −0.428404 0.593730 
Chloride (mg/L) −0.215852 −0.228629 0.266790 −0.171692 −0.082420 0.026676 
Chromium (mg/L) −0.145724 −0.178671 0.285214 −0.154087 −0.563966 −0.103172 
Conductivity (μS/cm) −0.225734 −0.626354 0.381527 −0.664414 −0.415087 0.665230 
Copper (mg/L) −0.227575 −0.147290 0.192806 −0.148096 0.049177 −0.250142 
Dissolved oxygen (mg/L) −0.135461 −0.479537 −0.087120 −0.108735 0.201374 −0.109429 
Free cyanide (mg/L) 0.685122 0.140160 −0.688728 0.222603 0.764045 −0.059764 
Total monthly insolation time (h) −0.007892 −0.289955 −0.236493 0.265420 0.029567 0.023235 
Iron (mg/L) 0.169748 0.101492 0.061539 −0.120670 −0.140349 −0.147136 
Lead (mg/L) 0.650229 −0.223154 −0.450774 −0.274161 0.559083 0.483903 
Manganese (mg/L) −0.390878 0.033283 −0.469738 −0.054024 −0.185814 0.200599 
Mercury (mg/L) −0.527720 0.142862 −0.465489 0.383148 0.488746 −0.217758 
Microcystins (μg/L) 0.113454 0.046707 −0.065944 0.013520 0.126264 −0.014620 
Natural Flow (m3/s) 0.258036 0.660730 −0.368210 0.509606 0.252126 −0.437544 
Nickel (mg/L) 0.503142 −0.087221 −0.297598 −0.230843 0.393734 0.420867 
Nitrate (mg/L) 0.243473 −0.404670 0.313915 −0.363609 −0.083162 0.071886 
Nitrite (mg/L) 0.080896 0.017070 −0.139294 −0.114779 0.247656 0.408096 
pH −0.023871 −0.523326 −0.197689 −0.356205 0.408530 −0.175749 
Phosphorus (mg/L) −0.650284 −0.042904 0.399602 −0.224149 −0.276011 0.135604 
Precipitation (mm) 0.090376 0.471167 −0.177116 0.334802 0.134236 −0.099964 
Saxitoxins (μg/L) – – −0.070179 −0.076707 −0.074803 0.118369 
Selenium (mg/L) −0.627524 0.236363 0.654089 0.429199 −0.367798 0.271260 
Silver (mg/L) −0.279142 −0.206035 0.486824 −0.188212 −0.650124 −0.137596 
Taquacetuba flow reversal (m3/s) −0.172736 −0.614564 0.222882 −0.665218 −0.318956 0.687304 
Total solids (mg/L) −0.164691 0.251808 0.244262 0.289436 0.090655 −0.104635 
Turbidity (NTU) −0.615808 0.147355 0.524800 0.411637 0.046560 −0.272490 
Volume (hm30.379058 0.601147 −0.383170 0.557620 0.313758 −0.548999 
Zinc (mg/L) 0.488222 −0.256043 −0.476920 −0.393588 0.453333 0.541210 
Monitoring stationsA
B
C
ParametersFactor 1Factor 2Factor 1Factor 2Factor 1Factor 2
Cyanobacteria (cells/mL) −0.513686 0.157654 0.476566 0.174761 −0.459397 0.221882 
Air temperature (°C) −0.017200 0.212961 −0.029863 0.129854 0.035596 0.027179 
Antimony (mg/L) −0.729620 0.318082 0.698510 0.531634 −0.452425 −0.455609 
Arsenic (mg/L) −0.658266 0.072045 0.615783 0.306165 −0.415176 −0.188846 
Barium (mg/L) 0.621042 −0.194775 −0.536482 −0.359347 0.483721 0.495632 
BOD (mgO2/L) −0.088949 −0.154713 0.147512 −0.253814 0.517143 0.323952 
Cadmium (mg/L) 0.493467 0.040094 0.084333 0.150329 −0.228309 0.100961 
Capivari flow reversal (m3/s) −0.281014 −0.535700 0.353329 −0.573528 −0.428404 0.593730 
Chloride (mg/L) −0.215852 −0.228629 0.266790 −0.171692 −0.082420 0.026676 
Chromium (mg/L) −0.145724 −0.178671 0.285214 −0.154087 −0.563966 −0.103172 
Conductivity (μS/cm) −0.225734 −0.626354 0.381527 −0.664414 −0.415087 0.665230 
Copper (mg/L) −0.227575 −0.147290 0.192806 −0.148096 0.049177 −0.250142 
Dissolved oxygen (mg/L) −0.135461 −0.479537 −0.087120 −0.108735 0.201374 −0.109429 
Free cyanide (mg/L) 0.685122 0.140160 −0.688728 0.222603 0.764045 −0.059764 
Total monthly insolation time (h) −0.007892 −0.289955 −0.236493 0.265420 0.029567 0.023235 
Iron (mg/L) 0.169748 0.101492 0.061539 −0.120670 −0.140349 −0.147136 
Lead (mg/L) 0.650229 −0.223154 −0.450774 −0.274161 0.559083 0.483903 
Manganese (mg/L) −0.390878 0.033283 −0.469738 −0.054024 −0.185814 0.200599 
Mercury (mg/L) −0.527720 0.142862 −0.465489 0.383148 0.488746 −0.217758 
Microcystins (μg/L) 0.113454 0.046707 −0.065944 0.013520 0.126264 −0.014620 
Natural Flow (m3/s) 0.258036 0.660730 −0.368210 0.509606 0.252126 −0.437544 
Nickel (mg/L) 0.503142 −0.087221 −0.297598 −0.230843 0.393734 0.420867 
Nitrate (mg/L) 0.243473 −0.404670 0.313915 −0.363609 −0.083162 0.071886 
Nitrite (mg/L) 0.080896 0.017070 −0.139294 −0.114779 0.247656 0.408096 
pH −0.023871 −0.523326 −0.197689 −0.356205 0.408530 −0.175749 
Phosphorus (mg/L) −0.650284 −0.042904 0.399602 −0.224149 −0.276011 0.135604 
Precipitation (mm) 0.090376 0.471167 −0.177116 0.334802 0.134236 −0.099964 
Saxitoxins (μg/L) – – −0.070179 −0.076707 −0.074803 0.118369 
Selenium (mg/L) −0.627524 0.236363 0.654089 0.429199 −0.367798 0.271260 
Silver (mg/L) −0.279142 −0.206035 0.486824 −0.188212 −0.650124 −0.137596 
Taquacetuba flow reversal (m3/s) −0.172736 −0.614564 0.222882 −0.665218 −0.318956 0.687304 
Total solids (mg/L) −0.164691 0.251808 0.244262 0.289436 0.090655 −0.104635 
Turbidity (NTU) −0.615808 0.147355 0.524800 0.411637 0.046560 −0.272490 
Volume (hm30.379058 0.601147 −0.383170 0.557620 0.313758 −0.548999 
Zinc (mg/L) 0.488222 −0.256043 −0.476920 −0.393588 0.453333 0.541210 

The relevant covariances for cyanobacterial counting are highlighted in Table 2, and with these results, the PCA diagrams were constructed (Figures 35). Figure 3 shows the PCA for monitoring station A.
Figure 3

PCA for monitoring station A.

Figure 3

PCA for monitoring station A.

Close modal
Figure 4

PCA for monitoring station B.

Figure 4

PCA for monitoring station B.

Close modal
Figure 5

PCA for monitoring station C.

Figure 5

PCA for monitoring station C.

Close modal

The results of the PCA are consistent with the correlation matrix results (Table 1). The covariances of the presence of cyanobacteria with antimony, arsenic, and selenium are in the same direction with angles less than 90°, which reinforces the possibility of using algicides and chlorine-based treatments (covariance with chloride). The other covariances with phosphates (total phosphorus) align with the literature for eutrophic environments rich in cyanobacteria.

The presence of mercury near the cyanobacteria with an extensive radial line shows that this compound was present when the amount of cyanobacteria was high, in line with the literature. Despite its high toxicity, this metal binds with the organic matter present in high amounts in the eutrophic aquatic environment through the phenomenon of bioaccumulation.

The diagram indicates that turbidity and total solids are in harmony with the increase of cyanobacteria. This fact is related to the low light incidence in the lower layers of the reservoir caused by the increase in cyanobacteria and the accumulation of organic matter in the lacustrine environment.

Figure 4 presents the principal components’ diagram for monitoring station B.

The results obtained from the monitoring station B data are similar to the results from station A, highlighting the relationships of the cyanobacteria with phosphates, compounds closely linked to favorable conditions for blooms of these microorganisms. As in the previously mentioned monitoring station, high concentrations of cyanobacteria in station B are also associated with high concentrations of arsenic, antimony, and chloride. This reinforces the possibility of using algicides with organochlorine compounds to control its population.

Figure 5 depicts the results of the analyses obtained by monitoring station C.

The results from station C are related to the other stations, showing the covariance of cyanobacteria in line with arsenic, antimony, and selenium, linked to the presence of chloride. Once again, this may indicate the use of algicides and compounds used in combating cyanobacterial blooms, which may be associated with the phenomenon of methylation. This occurs when a highly polluted water body (rich in organic matter) is treated with chlorinated compounds or highly oxidizing compounds (Santos Franco et al. 2020).

The pioneering nature of this work using a long-term database provided a useful understanding of the behavior of Guarapiranga, a tropical reservoir. It allowed us to identify significant correlations among water quality parameters, especially those related to algal blooms. These results can be used in developments in scientific technology to better understand the phenomena, contributing to improving the management of water resources and, consequently, preserving the health of the populations that are supplied by these reservoirs.

The results show that phosphates, nitrites, and turbidity related to water quality are crucial for the blooming of cyanobacteria, in consonance with the literature. This also provides potential evidence of measures (use of algicides and chlorine-based compounds) that are used to control these blooms.

The results found for metals and pollutants in the reservoirs are alarming, as these compounds are highly toxic to human life and are strong indicators of poor water quality. Since this reservoir is used for water supply, it is necessary to study the behavior of these pollutants in the water body and their possible origins. Some propositions have been indicated in the present study based on the literature; however, statistical results showed a positive correlation of the concentrations of some of these pollutants with the flow of the Taquacetuba branch, suggesting that this water input may be polluting the Guarapiranga Reservoir.

As a logical continuity of this research, a time-series analysis will be carried out to understand, over a long period of time, how the relevant parameters of cyanobacterial blooms behave in time and develop a predictive model. These could be useful to prevent and avoid these blooms. Moreover, diminishing the cyano blooms can bring savings in water treatment and consequently the improvement of water quality delivered to the population.

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

The authors declare there is no conflict.

ANA
2021
Reservoir operation data SIN. 2021. Available from: https://www.ana.gov.br/sar0/MedicaoSin? (accessed 26 November 2021)
.
Beltran-Perez
O. D.
&
Waniek
J. J.
2021
Environmental window of cyanobacteria bloom occurrence
.
Journal of Marine Systems
224
,
103618
.
https://doi.org/10.1016/j.jmarsys.2021.103618&#8203
.
Benassi
R. F.
,
de Jesus
T. A.
,
Coelho
L. H. G.
,
Hanisch
W. S.
,
Domingues
M. R.
,
Taniwaki
R. H.
,
Peduto
T. A. G.
,
da Costa
D. O.
,
Pompêo
M. L. M.
&
Mitsch
W. J.
2021
Eutrophication effects on CH4 and CO2 fluxes in a highly urbanized tropical reservoir (Southeast Brazil)
.
Environmental Science and Pollution Research
.
https://doi.org/10.1007/s11356-021-13573-7&#8203
.
CONAMA (National Environment Council)
2005
CONAMA Resolution No. 357, Classification of Water Bodies and Environmental Guidelines for their Classification, as well as Conditions and Standards for Effluent Discharge. Published on March 17, 2005. Available from: https://www.icmbio.gov.br/cepsul/images/stories/legislacao/Resolucao/2005/res_conama_357_2005_classificacao_corpos_agua_rtfcda_altrd_res_393_2007_397_2008_410_2009_430_2011.pdf
.
Dal'Olio Gomes
A.
,
Gomes
F. R.
,
Gücker
B.
,
Tolussi
C. E.
,
Figueredo
C. C.
,
Boëchat
I. G.
,
Maruyama
L. S.
,
Oliveira
L. C.
,
Muñoz-Peñuela
M.
,
Pompêo
M. L. M.
,
de Lima Cardoso
R.
,
Marques
V. H.
&
Moreira
R. G.
2021
Eutrophication effects on fatty acid profiles of seston and omnivorous fish in tropical reservoirs
.
Science of the Total Environment
781
.
doi:10.1016/j.scitotenv.2021.146649
.
De Julio
M.
,
Fioravante
D. A.
,
Filho
S.
,
Oroski
F. I.
&
Graham
N. J. D.
2010
Removal of cyanobacteria and saxitoxins from eutrophic Brazilian water source
.
Ingeniería del agua
17
,
138
153
.
Drude de Lacerda Olaf Malm
L.
2008
Mercury contamination in aquatic ecosystems: An analysis of critical areas
. In:
Advanced Studies
, Vol.
22
.
Federal University of Ceará. Fortaleza. pp. 178–190
.
Esteves
F.
2012
Fundamentals of Limnology
, 3rd edn., Vol.
1
.
Interciência
,
Rio de Janeiro
.
Ferreira
A.
2018
Association of Penoxsulam and Algicide Compounds in the Control of Algae and Aquatic Macrophytes and the Effect on non-Target Organisms and Water Quality
.
São Paulo State University
,
Jaboticabal
.
Henrique
E.
,
Rodrigues1
C.
,
Paes de-Carli
B.
,
Martins Vicentin
A.
,
Luiz
M.
,
Pompêo
M.
&
Carlos
V. M.
2021
Cyanobacteria and cyanotoxins in aquatic environments: A brief review on the main methods of detection. removal and their impacts on human health
.
Hydrobiology Laboratory Bulletin
31
(
1
),
1
18
.
Instituto Brasileiro de Geografia e Estatística 2023
Resident Population. São Paulo (SP). Available from: https://www.ibge.gov.br/cidades-e-estados/sp/sao-paulo.html (accessed 27 December 2023)
.
INMET – National Institute of Meteorology
2021
Meteorological Data Bank. 2021. Available from: https://bdmep.inmet.gov.br/#. (accessed 27 November 2021)
.
Jankowiak
J.
,
Hattenrath-Lehmann
T.
,
Kramer
B. J.
,
Ladds
M.
&
Gobler
C. J.
2019
Deciphering the effects of nitrogen phosphorus and temperature on cyanobacterial bloom intensification diversity and toxicity in western Lake Erie
.
Limnology and Oceanography
64
,
1347
1370
.
https://doi.org/10.1002/lno.11120&#8203
.
Kothari
V.
,
Vij
S.
,
Sharma
S. K.
&
Gupta
N.
2021
Correlation of various water quality parameters and water quality index of districts of Uttarakhand
.
Environmental and Sustainability Indicators
9
.
doi:10.1016/j.indic.2020.100093
.
Li
Q.
,
Tang
L.
,
Qiu
G.
&
Liu
C.
2020
Total mercury and methylmercury in the soil and vegetation of a riparian zone along a mercury-impacted reservoir
.
Science of the Total Environment
738
,
139794
.
https://doi.org/10.1016/j.scitotenv.2020.139794&#8203
.
Lizarralde
S.
2014
Climatic variability and water quality – Guarapiranga reservoir
.
Advanced Studies
28
(
82
),
123
.
Machado
L. S.
2016
Environmental factors related to the occurrence of potentially toxic cyanobacteria in the Guarapiranga reservoir, SP, Brazil
.
Ambiente & Água – An Interdisciplinary Journal of Applied Science
.
Martins dos Santos
R.
2014
Structure of phytoplankton and zooplankton communities in the Guarapiranga Reservoir. Standard Methods for the Examination of Water and Wastewater, 21st edn. Academic Press, Washington, pp. 214–218
.
Mustapha
S.
,
Tijani
J. O.
,
Ndamitso
M.
,
Abdulkareem
A. S.
,
Shuaib
D. T.
&
Mohammed
A. K.
2021
A critical review on geosmin and 2-methylisoborneol in water: Sources, effects, detection. and removal techniques
.
Environmental Monitoring and Assessment
.
Springer Science and Business Media Deutschland GmbH. doi:10.1007/s10661-021-08980-9
.
Nishimura
P. Y.
,
Meirinho
P. A.
,
Moschini-Carlos
V.
&
Pompêo
M. L. M.
2014
Does the plankton community follow the horizontal water quality heterogeneity in a tropical urban reservoir (Guarapiranga reservoir, São Paulo, Brazil)
.
Limnética
33
(
2
),
263
280
.
DOI: 10.23818/limn.33.21
.
Paerl
H. W.
&
Paul
V. J.
2012
Climate change: Links to global expansion of harmful cyanobacteria
.
Water Research
46
(
5
),
1349
1363
.
doi:10.1016/j.watres.2011.08.002
.
Pastro
M. S.
,
Cecílio
R. A.
,
Zanetti
S. S.
,
Oliveira
F. R. d.
&
Ferraz
F. T.
2020
Multivariate statistics applied to the analysis of water quality in different environments of micro-watersheds
.
Nativa
8
(
2
),
185
.
doi:10.31413/nativa.v8i2.8047
.
Pires
D. A.
2014
Diversity of the Phytoplankton Community in the Guarapiranga Reservoir
.
Master's degree thesis. Botanical Institute of the State Secretary of the Environment. São Paulo, São Paulo. Available from: http://arquivos.ambiente.sp.gov.br/pgibt/2015/02/Denise_Amazonas_Pires_MS.pdf (accessed June 2022).
SABESP
2021
Data From the Producer Systems
.
Available from: https://mananciais.sabesp.com.br/HistoricoSistemas?SistemaId=2 (accessed 25 November 2021)
.
SABESP
2022
Monitoring of Water Sources. 2022. Available from: https://site.sabesp.com.br/site/interna/Default.aspx?secaoId=43 (accessed 6 January 2022)
.
Santos Franco
E.
,
Araújo Camargo
J.
,
Aparecida de Aguilar
N.
,
de Assis Ferreira
A. F.
,
de Pádua
V. L.
,
Lisboa Rodrigues
J.
,
Libânio
M.
&
Giani
A.
2020
Evaluation of chlorine demand in the oxidation of cyanobacteria and relation with the formation of trihalomethanes
.
Revista DAE
68
(
226
),
147
159
.
doi:10.36659/dae.2020.072
.
Secretary of the Environment of the State of São Paulo
2006
Update of the Development and Environmental Protection Plan of the Guarapiranga Basin
.
São Paulo
. .
Serrà
A.
,
Philippe
L.
,
Perreault
F.
&
Garcia-Segura
S.
2021
Removal of cyanobacteria and cyanotoxins in waters
.
Toxins MDP
188
,
116543
.
https://doi.org/10.3390/toxins13090636
.
Sonobe
H. G.
,
Lamparelli
M. C.
&
Cunha
D. G. F.
2019
Spatial and temporal assessment of sanitary aspects of public water supply reservoirs in SP, Brazil, with emphasis on cyanobacteria and cyanotoxins
.
Sanitary and Environmental Engineering
24
(
5
),
909
918
.
doi:10.1590/s1413-41522019193351
.
Souza
I. E. M.
,
de Santana
G. S.
,
Munis
D. P.
,
Carneiro
G. A.
&
Gonçalves
J. A. C.
2022
Arsenic contamination in soils and groundwater in the State of Minas Gerais, Brazil: Sources, health risks, mitigation strategies
.
Research Society and Development
11
(
5
),
e0111526960
.
doi:10.33448/rsd-v11i5.26960
.
Uriza
E. A. C.
,
Martínez
A. D. A.
&
Sanjurjo
M. A.
2017
Cyanotoxins: Environmental and health effects. Prevention measures
.
Hydrobiologica
27
(
2
),
241
251
.
doi:10.24275/uam/izt/dcbs/hidro/2017v27n2/Cantoral
.
Visentin
F.
,
Bhartia
S.
,
Mohseni
M.
,
Sarah
D.
&
Barbeau
B.
2019
Performance of vacuum UV (VUV) for the degradation of MC-LR, geosmin, and MIB from cyanobacteria-impacted waters
.
Environmental Science: Water Research and Technology
5
(
11
),
2048
2058
.
doi:10.1039/c9ew00538b
.
Wang
J.
,
Liu
G.
,
Liu
H.
&
Lam
P. K. S.
2017
Multivariate statistical evaluation of dissolved trace elements and a water quality assessment in the middle reaches of Huaihe River, Anhui, China
.
Science of the Total Environment
583
,
421
431
.
doi:10.1016/j.scitotenv.2017.01.088
.
Zeinalzadeh
K.
&
Rezaei
E.
2017
Determining spatial and temporal changes of surface water quality using principal component analysis
.
Journal of Hydrology: Regional Studies
13
,
1
10
.
doi:10.1016/j.ejrh.2017.07.002
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY-NC-ND 4.0), which permits copying and redistribution for non-commercial purposes with no derivatives, provided the original work is properly cited (http://creativecommons.org/licenses/by-nc-nd/4.0/).