This study aimed to assess emerging pollutants and heavy metals (HMs) in pharmaceuticals and personal care products (PPCPs), industrial effluents, and their environmental impacts using several indices. The mean HM concentrations for pharmaceutical and personal care product (PCP) effluents were in the order of Fe > Ni > Cr > Mn > Pb > Zn > Cu > Cd and Cu > Mn > Cr > Fe > Zn ≥ Pb > Ni > Cd, respectively, where Cr, Ni, Pb, and Cd concentrations for pharmaceutical effluent and Cr, Mn, and Cd for PCP effluent exceeded their accepted limits set by the Department of Environment, Bangladesh 2019. The values of chemical oxygen demand (COD) for PCP effluent were found to be much higher in all seasons, while these values for pharmaceutical effluent slightly exceeded the permissible limits of the Bangladesh Environmental Conservation Rules 2023 in two seasons. The concentrations of nitrate (NO3) and phosphate (PO43−) in both types of effluents were found to be higher in all three seasons. The Pearson correlation matrix and PCA suggested that pH, electrical conductivity, BOD5, COD, NO3, PO43−, and SO42− were the most correlating and contributing factors. Thirty-seven emerging pollutants, including antibiotics and endocrine-disrupting compounds, were identified in the treated effluent of PPCPs, which have high environmental risk.

  • A total of 37 emerging pollutants, including antibiotics and endocrine-disrupting compounds, were identified in pharmaceutical and personal care product effluents.

  • The values of BOD5, COD, NO3, and PO43− were found to be higher.

  • The mean concentrations of Ni, Pb, Mn, Cr, and Cd were found to be higher for both types of effluents.

  • Both types of effluents are posing threats to the environment.

Pharmaceutical and personal care products (PPCPs), their metabolites, and environmental transformation products (TPs) pose a significant threat to the aquatic environment. Similar to pharmaceutical drugs, personal care products (PCPs) enter into water bodies through industrial effluents and domestic wastewater (Mathew & Kanmani 2020). Emerging pollutants (EPs) of pharmaceuticals, especially antibiotics, steroids, and hormones in the aquatic environment are found to be toxic, persistent, and non-biodegradable, which pose significant risks to aquatic life and human health (Al-Gheethi & Ismail 2014). Similarly, PCPs like phthalate, triclosan, bisphenols, etc., are endocrine-disrupting compounds (EDCs), which can disturb endocrine hormonal systems greatly (Afshan et al. 2020; Khalid & Abdollahi 2021). PPCP industrial effluents also carry varying concentrations of heavy metals (HMs), including Cr, Ni, Co, Cu, Cd, Pd, Ti, and As, which are highly toxic to both aquatic life and human health (Arshad et al. 2020). Biologically activated sludge process (ASP), physicochemical oxidation (chlorine), and combined physicochemical and biological methods of wastewater treatment processes are commonly used in Bangladesh (Khan & Mostafa 2011). Proper management of wastewater and sludge is mandatory in Bangladesh. However, due to the lack of proper monitoring, untreated industrial wastewater is often directly discharged into water bodies for economic benefits (Monira & Mostafa 2023). Many reports indicate that biological treatment is capable of removing only polar contaminants from the final discharged effluent. However, PPCPs include a wide range of chemicals, such as non-polar volatile organic compounds (VOCs), semi-polar, and polar compounds. Though conventional ASP is found to be the most cost-effective method to degrade and eliminate contaminants, it does not eradicate micropollutants, especially antibiotics, steroids, hormones, etc. (Amin et al. 2014; Falisse et al. 2017). Recent studies have reported the presence of PPCPs in industrial wastewater, surface water, and combined sewer overflows globally (Ryu et al. 2014). The presence of pharmaceutical products, such as sulfonamides, trimethoprim, macrolides, and penicillin, in the surface water of rivers in Bangladesh was also reported recently (Hossain et al. 2018). Various pharmaceutical drugs have been identified in the water system so far. Among them, antibiotics (ciprofloxacin), anti-inflammatories, antimicrobials (penicillin), anti-diabetics (sulfonylurea), anti-epileptics (carbamazepine), analgesics (ketoprofen, diclofenac), antihistamine drugs (ranitidine, famotidine), antiulcers, anti-anxiety/hypnotic agents (diazepam), and lipid regulators (Clofibrate) are a few examples of pharmaceutical products found in the aquatic environment (Arman et al. 2021). PCPs include phthalates, plasticizers such as bisphenol A (BPA), phthalic acid esters (PAEs), and perchlorate, which were also found in the surface water reported by several studies (Colborn et al. 1993). However, the study on EPs in the PPCPs' industrial discharged effluent is insufficient. In Bangladesh, the study of PPCP pollutants is limited to certain river surface water and according to our best knowledge, there is no research paper related to the study of PPCP EPs in the industrial discharged effluent.

The study aimed to investigate the occurrence of PPCPs discharged from a pharmaceutical wastewater treatment plant (WWTP) in Bogura City and a PCP WWTP in Tejgaon, Dhaka. It also aimed to assess the physicochemical parameters and HMs in PPCP industrial wastewater. The impacts of the discharged effluent on the environment were also investigated. Pearson correlation and PCA analyses were used to assess the correlation among the variables. Two-way ANOVA analysis was performed to investigate the seasonal variation. The study area was chosen based on the lack of available information regarding the suspected contamination of rivers by PPCPs in those areas.

Sampling site

The study selected a PCP industry in Tejgaon, Dhaka, the capital city of Bangladesh (23.8° N and 90.4° E), and a pharmaceutical industry in Bogura City (24.83° N and 89.37° E), the northern part of Bangladesh. The pharmaceutical industry releases its effluent into the Korotoa River in Bogura, and the PCP industry discharges into the Balu River in Dhaka.

Sample collection

The effluent samples were collected three times over the year, and each sample was filtered before collection, preserved by adding sodium azide (1 g/L), and maintained at 4 °C until the extraction process started. Each experiment was triplicated under equivalent conditions and the results with a coefficient of variation less than 5% were accepted. To test the seasonal variability, samples were collected three times from each industry (total of six samples) covering both dry and wet seasons. All effluent samples were collected at the discharge point before mixing with the drain water (Figure 1).
Figure 1

Map showing sample collection points in Bogura Sadar and Tejgaon, Dhaka.

Figure 1

Map showing sample collection points in Bogura Sadar and Tejgaon, Dhaka.

Close modal

Extraction of analytes

Before subjecting to liquid chromatography coupled to mass spectrometry (LC/MS) analysis, the organic compounds contained in PCP wastewater samples were extracted using a sequential liquid–liquid extraction procedure. Five hundred mL of effluent sample was taken into a separating funnel and an equal amount of chloroform (CHCl3) was then added to it. After shaking the mixture, the solvent layer was separated and placed into a beaker. One g of granulated anhydrous sodium sulfate (Na2SO4) was added to the separated mixture to eliminate moisture content and filter the mixture. The filtrate was then evaporated to dryness using a rotary evaporator at nearly 40 °C. The final concentrated volume of effluent extract was 50 μL (Zaugg et al. 2006; Kumari & Tripathi 2019).

Analysis of analytes using LC–MS

The concentrated sample of the extracted analytes was analyzed with LC–MS (2020, Shimadzu, Japan) in the laboratory of the Bangladesh Council of Scientific and Industrial Research, Rajshahi (BCSIR), Bangladesh, according to the standard method (Ryu et al. 2014; Chidella et al. 2021). To characterize EPs, samples were first scanned by LC–MS in both positive and negative ESI modes. There was a ‘salvo’ having several high-intensity peaks alongside the base peak (BP). Therefore, each sample was again scanned in the selected ion monitoring (SIM) mode.

Physicochemical parameter determination

Temperature, pH, electrical conductivity (EC), total dissolved solids (TDS), and dissolved oxygen (DO) were recorded in situ using portable digital meters (Adwa, AD203; Adwa, AD100; Hanna, DiST2, and Lutron, DO-5509). All other physical and chemical parameters were measured according to the standard method of APHA (2005).

HM analyses

The collected samples were digested with concentrated nitric acid, and the concentrations of metals and metalloids were determined by using the flame atomic absorption spectrometer (SHIMADZU, AA-6800) in the central science laboratory at the University of Rajshahi, according to the standard method (APHA 2005).

FTIR analysis

The FTIR analysis of the extracted organic solid residue obtained from each sample was done using the Perkin Elmer Spectrum 100 FTIR machine in the central science laboratory, at the University of Rajshahi, according to the standard method (Kumari & Tripathi 2019). The extracted analytes were kept in the oven at 105 °C for about 5 h. A very small amount (1% of KBr taken) of the solid mass obtained was mixed with dried potassium bromide (KBr) (Merck), which was previously dried at 105 °C overnight in an oven. The mixture was finely ground using an agate mortar and pestle and the pellet was prepared using a Specac pellet press instrument. The analyses were carried out on FTIR spectrum by scanning 225–4,000 cm−1.

Indexing methods

The quality of the discharged effluent and its environmental impacts were assessed by the following four water quality indices.

Canadian Council of Ministers of the Environment Water Quality Index

The Canadian Council of Ministers of the Environment Water Quality Index (CCME-WQI) method was used to assess the discharged effluent quality (Ramya & Vasudevan 2019; Islam & Mostafa 2024). The main three elements of the CCME-WQI, such as F1 (Scope), F2 (Frequency), and F3 (amplitude), were calculated by the formula given in Equations (1), (2), and (6), and the CCME-WQI values were calculated using Equation (7).
(1)
(2)
where failed variables are parameters that do not meet their respective parameter standard values, a total number of variables indicates the total number of parameters studied, and a total number of tests indicates the number of parameters multiplied by the number of seasons.

Depending on the conditions, F3 (amplitude) is calculated with the help of the normalized sum of excursion (nse), which is calculated either by Equations (3) or (4).

When the test value does not exceed the objective or standard limit, Equation (3) is to be used:
(3)
For cases in which the test value exceeds the objective, Equation (4) is to be used:
(4)

Here, the failed test value indicates the value of the failed variable and objective indicates the standard limit of each parameter.

The normalized sum of excursion (nse) is calculated by Equation (5):
(5)
The amplitude, F3 is calculated using Equation (6):
(6)
Finally, Equation (7) is used to calculate the CCME-WQI value:
(7)

According to the proposed criteria of CCME-WQI, the water quality is considered excellent, good, fair, marginal, and poor for CCME = 95–100, CCME = 80–94, CCME = 65–79, CCME = 45–64, and CCME = 0–44, respectively (Uddin et al. 2021; Islam & Mostafa 2022).

Heavy metal pollution index analysis

The suitability for human consumption of the discharged effluent was assessed by the heavy metal pollution index (HPI) method according to Equations (8)–(10) (Hossen & Mostafa 2023) using the Bangladesh standard permissible value for water quality parameters (DPHE, Bangladesh) (DPHE 2019):
(8)
where n is the number of parameters, Wi is the unit weight of the ith parameter, and Qi is the subindex of the ith parameter considered. The subindex (Qi) of the ith parameter and the unit weight of the ith parameter (Wi) are given by Equations (9) and (10), respectively:
(9)
(10)
where Mi is the monitored value, Si is the standard permissible value, and Ii is the ideal value of the ith parameter in ppb. The proposed criteria are as follows: the water is considered safe for drinking when the HPI value of the water is less than 100, while the water is considered unsafe for drinking when the HPI value of the water is greater than 100 (Hossen & Mostafa 2023).

Heavy metal evaluation index

The level of pollution of the discharged effluent concerning HMs was assessed using the HEI method based on Equation (11) (Hossen & Mostafa 2023):
(11)
where HC and Hmac are the measured values and maximum admissible concentration (MAC) of the ith parameter in ppb, respectively. WHO guidelines were applied to the applied parameters and constants for the calculation of HEI (Hossen & Mostafa 2023). According to the proposed HEI criteria, the pollution level is considered low when HEI < 10, medium when HEI = 10–20, and high when HEI > 20 (Saleh et al. 2019).

Risk quotients

The risk quotients (RQs), also called hazard quotients (HQs), are calculated using Equation (12):
(12)
where MEC is the measured environmental concentration of each studied in ppb and PNEC is the predicted no-effect concentration in ppb, which is a constant for each metal ion or chemical. When PNEC is not available, estimated PNECs can be derived from the values of effect concentration, EC50 or lethal concentration, LC50 reported in the literature, divided by an appropriate uncertainty factor (assessment factor, AF), which varies from 10 to 1,000 (Park & Choi 2008; Pusceddu et al. 2018). The RQ for the mixture of metals or chemicals present in water, based on MEC/PNEC ratios given by Equation (13), is a well-accepted and extensively used model (Gu 2021):
(13)

The proposed criteria for RQs are as follows: RQ < 0.1 (minimum risk), 0.1 ≤ RQ < 1.0 (intermediate risk), and RQ ≥ 1.0 (high environmental risk) (Camara et al. 2021).

Statistical analysis

To assess the correlations among the variables, principal component analysis (PCA) and Pearson's correlation matrix were used. Factors or principal components (PCs) with an eigenvalue greater than 1 were extracted for PCA analysis. The first principal component (PC1) accounts for the greatest variability, which is equal to the weighted (factor loading) linear combination of the initial variables (Anju & Banerjee 2012; Zhou et al. 2020). Before performing the Pearson correlation, the statistical tests for linearity, normality, and homoscedasticity were done. The data violated the assumption of linearity; therefore, the data were transformed into Log10 (Sahen et al. 2025). One-way analysis of variance (ANOVA) considers only one independent variable (factor) at a time, while two-way ANOVA examines the effect of two or more independent variables on a dependent variable. The two-way analysis also determines the interaction effect between those factors. However, for ANOVA analysis, data have to meet the assumptions of normality, homogeneity of variances, and independence of observations (Kim 2014). Before performing ANOVA, the three assumptions were tested. To test the seasonal variability, two-way ANOVA was performed taking season and parameter as two independent factors and parameter value as dependent variables. IBM SPSS Statistics software version 2022 and Origin Pro 2025 were used for calculating statistical analyses.

The descriptive results for physicochemical parameters, HMs, and EPs are presented in Tables 14.

Table 1

Physicochemical parameters of the pharmaceutical and personal care product (PCP) effluents

TypeSeasonColorTemp. (°C)pHEC (μS/cm)Concentrations (mg/L)
TSSTDSTHDOBOD5COD
PPs PRM Colorless 31 6.3 501 47 513 355 4.8 66.7 222.5 
MSN Colorless 32 6.8 595 35 623 342 2.8 28 198 
PSM Colorless 28 6.9 515 46 565 338 3.8 45.6 215.8 
Mean – 30.3 6.67 537 42.6 567 345 3.8 46.8 212.1 
SD – ±1.7 ±0.3 ±41.4 ±5.4 ±44.9 ±7.3 ±0.8 ±15.8 ±10.3 
PCPs PRM Colorless 32 5.5 750 12 438 403 4.0 237 455 
MSN Colorless 33 5.3 863 11 573 387 3.6 218 463 
PSM Colorless 27 4.5 920 15 660 374 3.0 294.8 486.8 
Mean  30.7 5.1 844.3 12.7 557 388 3.5 249.9 468.3 
SD  ±2.6 ±0.4 ±70.6 ±1.7 ±91.3 ±11.7 ±0.4 ±32.7 ±13.5 
ECR (2023)  150 Hazen 6–9 1,200 100 2,100 4–6 30 200 
DoE (2019)  15 Hazen 20–30 – – 10 1,000 500 0.2 
TypeSeasonColorTemp. (°C)pHEC (μS/cm)Concentrations (mg/L)
TSSTDSTHDOBOD5COD
PPs PRM Colorless 31 6.3 501 47 513 355 4.8 66.7 222.5 
MSN Colorless 32 6.8 595 35 623 342 2.8 28 198 
PSM Colorless 28 6.9 515 46 565 338 3.8 45.6 215.8 
Mean – 30.3 6.67 537 42.6 567 345 3.8 46.8 212.1 
SD – ±1.7 ±0.3 ±41.4 ±5.4 ±44.9 ±7.3 ±0.8 ±15.8 ±10.3 
PCPs PRM Colorless 32 5.5 750 12 438 403 4.0 237 455 
MSN Colorless 33 5.3 863 11 573 387 3.6 218 463 
PSM Colorless 27 4.5 920 15 660 374 3.0 294.8 486.8 
Mean  30.7 5.1 844.3 12.7 557 388 3.5 249.9 468.3 
SD  ±2.6 ±0.4 ±70.6 ±1.7 ±91.3 ±11.7 ±0.4 ±32.7 ±13.5 
ECR (2023)  150 Hazen 6–9 1,200 100 2,100 4–6 30 200 
DoE (2019)  15 Hazen 20–30 – – 10 1,000 500 0.2 

PPs, pharmaceutical products; PCPs, personal care products; SD, standard deviation; PRM, pre-monsoon; MSN, monsoon; PSM, post-monsoon.

Table 2

Chemical parameters of the pharmaceutical and PCP effluents

SeasonConcentrations (mg/L)
TypeNaKCaMgCl
PPs PRM 0.93 0.82 7.20 13.8 81 144 11.05 118.9 
MSN 1.13 0.77 6.70 12.4 56 131.97 5.1 105.8 
PSM 1.20 0.96 6.30 11.8 85 146 10.5 113.6 
Mean 1.10 0.85 6.7 12.7 74 140.7 8.9 112.8 
SD ±0.11 ±0.08 ±0.37 ±0.83 ±12.8 ±6.19 ±2.68 ±5.38 
PCPs PRM 0.12 0.09 52.7 12.6 18.2 186 3.5 174.5 
MSN 0.11 0.10 42.3 9.8 22.6 212.3 2.7 205.6 
PSM 0.23 0.16 60.8 15.1 34.5 241.8 4.6 259.5 
Mean 0.15 0.12 51.9 12.5 25.1 213.4 3.6 213.2 
SD ±0.05 ±0.03 ±7.57 ±2.16 ±6.88 ±22.79 ±0.78 ±35.11 
ECR (2023)  – – – – 10 600 – 
DoE (2019)  200 12 75 35 10 600 400 
SeasonConcentrations (mg/L)
TypeNaKCaMgCl
PPs PRM 0.93 0.82 7.20 13.8 81 144 11.05 118.9 
MSN 1.13 0.77 6.70 12.4 56 131.97 5.1 105.8 
PSM 1.20 0.96 6.30 11.8 85 146 10.5 113.6 
Mean 1.10 0.85 6.7 12.7 74 140.7 8.9 112.8 
SD ±0.11 ±0.08 ±0.37 ±0.83 ±12.8 ±6.19 ±2.68 ±5.38 
PCPs PRM 0.12 0.09 52.7 12.6 18.2 186 3.5 174.5 
MSN 0.11 0.10 42.3 9.8 22.6 212.3 2.7 205.6 
PSM 0.23 0.16 60.8 15.1 34.5 241.8 4.6 259.5 
Mean 0.15 0.12 51.9 12.5 25.1 213.4 3.6 213.2 
SD ±0.05 ±0.03 ±7.57 ±2.16 ±6.88 ±22.79 ±0.78 ±35.11 
ECR (2023)  – – – – 10 600 – 
DoE (2019)  200 12 75 35 10 600 400 
Table 3

Heavy metal concentrations in pharmaceutical and PCP effluents

TypeSeasonConcentrations (mg/L)
CrMnFeNiCuZnPbCd
PPs PRM 0.062 0.044 0.552 0.039 0.002 0.041 0.019 0.006 
MSN 0.083 0.082 0.621 0.232 0.041 0.053 0.132 0.019 
PSM 0.056 0.037 0.532 0.042 0.022 0.038 0.023 0.005 
Mean 0.067 0.054 0.57 0.104 0.022 0.044 0.058 0.010 
SD ±0.01 ±0.02 ±0.04 ±0.09 ±0.02 ±0.01 ±0.05 ±0.01 
PCPs PRM 0.183 0.222 0.178 0.019 0.299 0.023 0.032 0.009 
MSN 0.193 0.232 0.183 0.027 0.325 0.033 0.027 0.014 
PSM 0.206 0.243 0.187 0.032 0.318 0.039 0.038 0.017 
Mean 0.194 0.232 0.183 0.026 0.314 0.032 0.032 0.013 
SD ±0.01 ±0.01 ±0.004 ±0.005 ±0.01 ±0.01 ±0.004 ±0.003 
ECR (2023)  0.50 0.1 0.02 
DoE (2019)  0.05 0.1 0.1 0.05 0.005 
TypeSeasonConcentrations (mg/L)
CrMnFeNiCuZnPbCd
PPs PRM 0.062 0.044 0.552 0.039 0.002 0.041 0.019 0.006 
MSN 0.083 0.082 0.621 0.232 0.041 0.053 0.132 0.019 
PSM 0.056 0.037 0.532 0.042 0.022 0.038 0.023 0.005 
Mean 0.067 0.054 0.57 0.104 0.022 0.044 0.058 0.010 
SD ±0.01 ±0.02 ±0.04 ±0.09 ±0.02 ±0.01 ±0.05 ±0.01 
PCPs PRM 0.183 0.222 0.178 0.019 0.299 0.023 0.032 0.009 
MSN 0.193 0.232 0.183 0.027 0.325 0.033 0.027 0.014 
PSM 0.206 0.243 0.187 0.032 0.318 0.039 0.038 0.017 
Mean 0.194 0.232 0.183 0.026 0.314 0.032 0.032 0.013 
SD ±0.01 ±0.01 ±0.004 ±0.005 ±0.01 ±0.01 ±0.004 ±0.003 
ECR (2023)  0.50 0.1 0.02 
DoE (2019)  0.05 0.1 0.1 0.05 0.005 
Table 4

Emerging pollutants in pharmaceutical and PCP effluent

EPs in pharmaceutical effluent
EPsEmpirical formulaMWModeRT(M± zH)Intensity range
Amoxicillin C16H19N3O5365 4.18 366 625–775 
Atropine C17H23NO3 289 4.53 290 524–657 
Cefalexin C16H17N3O4347 8.93 348 583–812 
Cefixime C16H15N5O7S2 453 16.71 454 677–948 
Cetirizine C21H25ClN2O3 389 − 0.57 388 893–5,345 
Cefradine C16H19N3O4349 3.82 350 513–805 
Cefuroxime C16H16N4O8424 4.11 426 425–873 
Chloramphenicol maleate C20H23ClN2O4 391 2.95 392 483–872 
Doxycycline C22H24N2O8 444 4.83 446 657–852 
Dexamethasone C22H29FO5 392 5.85 393 670–877 
Domperidone C22H24ClN5O2 426 6.15 428 670–986 
Fluconazole C13H12F2N6306 2.43 307 528–635 
Flucoxacillin C19H17ClFN3O5454 2.58 472 685–1,234 
Ibuprofen C13H18O2 206 − 9.18 205 523–5,720 
Levofloxacin C18H20FN3O4 361 3.18 363 494–654 
Mannitol C6H14O6 182 3.73 184 458–785 
Penicillin V C16H18N2O5350 3.96 351 485–663 
Rifampicin C43H58N4O12 823 6.35 825 670–873 
Salbutamol C13H21NO3 239 2.73 241 497–764 
Terpineol C10H18154 0.292 155 887–2,517 
Thiamine nitrate C12H17N5O4327 9.12 328 812–923 
Trimethoprim C14H18N4O3 290 4.38 291 564–775 
EPs in personal care product effluents
Bisphenol A C15H16O2 228 − 1.67 227 1,206–3,512 
Benzyl paraben C14H12O3 228 − 1.82 227 2,264–5,752 
Benzophenone-3 C14H12O3 228 − 2.04 227 843–2,630 
Benzyl salicylate C14H12O3 228 − 1.70 227 723–2,852 
Butylparaben C11H14O3 194 − 1.25 193 1,592–4,825 
Benzophenone-2 C13H10O5 246 − 2.34 245 3,286–96,663 
Benzyl butyl phthalate C19H20O4 312 2.09 313 1,128–5,391 
Celestolide C17H24244 0.34 245 2,187–8,174 
Diethyl phthalate C12H14O4 222 0.42 223 927–2,276 
Ethyl-3-phenylpropionate C11H14O2 178 5.37 179 873–4,264 
Octyl phenol C14H22206 − 8.20 205 683–1,686 
Phantolide C17H24244 3.89 245 3,298–1,6071 
p-dimethoxybenzene C8H10O2 138 0.21 139 662–1,467 
Piperonyl butoxide C19H30O5 338 0.58 339 728–1,315 
Para-amino-benzoic acid C7H7NO2 137 − 0.66 136 936–2,461 
EPs in pharmaceutical effluent
EPsEmpirical formulaMWModeRT(M± zH)Intensity range
Amoxicillin C16H19N3O5365 4.18 366 625–775 
Atropine C17H23NO3 289 4.53 290 524–657 
Cefalexin C16H17N3O4347 8.93 348 583–812 
Cefixime C16H15N5O7S2 453 16.71 454 677–948 
Cetirizine C21H25ClN2O3 389 − 0.57 388 893–5,345 
Cefradine C16H19N3O4349 3.82 350 513–805 
Cefuroxime C16H16N4O8424 4.11 426 425–873 
Chloramphenicol maleate C20H23ClN2O4 391 2.95 392 483–872 
Doxycycline C22H24N2O8 444 4.83 446 657–852 
Dexamethasone C22H29FO5 392 5.85 393 670–877 
Domperidone C22H24ClN5O2 426 6.15 428 670–986 
Fluconazole C13H12F2N6306 2.43 307 528–635 
Flucoxacillin C19H17ClFN3O5454 2.58 472 685–1,234 
Ibuprofen C13H18O2 206 − 9.18 205 523–5,720 
Levofloxacin C18H20FN3O4 361 3.18 363 494–654 
Mannitol C6H14O6 182 3.73 184 458–785 
Penicillin V C16H18N2O5350 3.96 351 485–663 
Rifampicin C43H58N4O12 823 6.35 825 670–873 
Salbutamol C13H21NO3 239 2.73 241 497–764 
Terpineol C10H18154 0.292 155 887–2,517 
Thiamine nitrate C12H17N5O4327 9.12 328 812–923 
Trimethoprim C14H18N4O3 290 4.38 291 564–775 
EPs in personal care product effluents
Bisphenol A C15H16O2 228 − 1.67 227 1,206–3,512 
Benzyl paraben C14H12O3 228 − 1.82 227 2,264–5,752 
Benzophenone-3 C14H12O3 228 − 2.04 227 843–2,630 
Benzyl salicylate C14H12O3 228 − 1.70 227 723–2,852 
Butylparaben C11H14O3 194 − 1.25 193 1,592–4,825 
Benzophenone-2 C13H10O5 246 − 2.34 245 3,286–96,663 
Benzyl butyl phthalate C19H20O4 312 2.09 313 1,128–5,391 
Celestolide C17H24244 0.34 245 2,187–8,174 
Diethyl phthalate C12H14O4 222 0.42 223 927–2,276 
Ethyl-3-phenylpropionate C11H14O2 178 5.37 179 873–4,264 
Octyl phenol C14H22206 − 8.20 205 683–1,686 
Phantolide C17H24244 3.89 245 3,298–1,6071 
p-dimethoxybenzene C8H10O2 138 0.21 139 662–1,467 
Piperonyl butoxide C19H30O5 338 0.58 339 728–1,315 
Para-amino-benzoic acid C7H7NO2 137 − 0.66 136 936–2,461 

Physicochemical parameters

This study revealed that the values of biochemical oxygen demand (BOD5) and chemical oxygen demand (COD) for pharmaceutical effluent in two seasons were found to exceed the permissible limits set by both the Bangladesh Environmental Conservation Rules 2023 (ECR 2023) and the Department of Environment, Bangladesh 2019 (DoE 2019), while those values were above the standard limits for PCPs’ industrial effluent in all three seasons. The pH values for PCP industrial effluent in all three seasons were found to be below the permissible limit set by the ECR (2023), which was acidic in nature. The values of nitrate for both industrial effluents in all seasons exceeded the standard limits set by both the ECR (2023) and DoE (2019). However, the phosphate values for pharmaceutical effluent were found to exceed the desired limit in all three seasons. The remaining physicochemical parameters were found below the permissible limits set by both standards (Tables 1 and 2).

Physical parameters (color, temp., EC, total suspended solids, TDS)

All effluents were colorless, having a temperature range of between 28 and 33 °C. The color of the effluent depends on the presence of suspended solids and TDS. The color of the effluent is an important parameter, since effluents with high pollution are usually colored (Bakare et al. 2009; Abdullahi et al. 2020; Amigun et al. 2021; Tunde et al. 2021). The TSS and the TDS in both pharmaceutical and PCP effluents are relatively lower than the previously reported data (Table 5). Therefore, both types of effluents were seen as colorless by the naked eye. The values of electrical conductivity (EC) for both effluents in all seasons were found to be within the permissible limits set by both the ECR (2023) and DoE (2019). The mean EC values for pharmaceutical and PCP effluent were 537 and 844.3 μS/cm, respectively, with standard deviations (SDs) of 41.4 and 70.6, respectively. These high values of SD suggested high fluctuation of the EC values over seasons. However, the mean EC value of PCP effluent was found to be 1.6 times higher than that of pharmaceuticals, which was due to the lower value of pH and higher values of Ca2+, Cl, and (Tables 1 and 2). The TSS values for both effluents exceeded the standard limit. However, comparatively higher TSS values were found for pharmaceutical effluent (mean = 42.6 mg/L, SD = 5.4). TSS can include toxic chemicals, which cause turbidity that decreases the penetration of sunlight into the water body. As a consequence, the growth of phytoplankton is decreased, which lowers DO level (Castillo et al. 2022). The TDS values for both effluents were also found to be within the accepted limit set by both the ECR (2023) and DoE (2019). The mean TDS values for pharmaceutical and PCP effluent were 567 and 557 mg/L, respectively, with SDs of 44.9 and 91.3, respectively. These high values of SD suggested that the values of TDS fluctuate over seasons.

Table 5

Comparative study of the major physicochemical parameters and heavy metals

ParameterPrevious study
Present study
Pharmaceutical effluentPersonal care product effluentsPharmaceutical effluentPersonal care product effluents
pH 6.09a 6,89d 6.67 5.10 
EC (μS/cm) 451a 3,034.9d 537 844.30 
TDS (mg/L) 336b 1,350.35d 567 557 
COD (mg/L) 147. 04b 206.67d 212.1 468.3 
(mg/L) 61.3b – 74 25.10 
(mg/L) 42b – 8.90 3.60 
Cr (mg/L) 0.016–0.17c – 0.067 0.194 
Pb (mg/L) 0.002a 1.173d 0.058 0.032 
Cd (mg/L) 0.002b 1.173d 0.010 0.013 
ParameterPrevious study
Present study
Pharmaceutical effluentPersonal care product effluentsPharmaceutical effluentPersonal care product effluents
pH 6.09a 6,89d 6.67 5.10 
EC (μS/cm) 451a 3,034.9d 537 844.30 
TDS (mg/L) 336b 1,350.35d 567 557 
COD (mg/L) 147. 04b 206.67d 212.1 468.3 
(mg/L) 61.3b – 74 25.10 
(mg/L) 42b – 8.90 3.60 
Cr (mg/L) 0.016–0.17c – 0.067 0.194 
Pb (mg/L) 0.002a 1.173d 0.058 0.032 
Cd (mg/L) 0.002b 1.173d 0.010 0.013 

Chemical parameters (pH, TH, DO, BOD5, COD)

The pH values for pharmaceutical effluent in all three seasons were within the standard limit, with a mean value of 6.67 and the SD of 0.3. However, the pH values for PCP effluent were below the permissible limit with a mean value of 5.1 and the SD of 0.4. The solubility of HMs increases with lowering the pH of the water bodies. Lower pH has an adverse effect on aquatic life, especially for microorganisms and fishes (Dewangan et al. 2023). The total hardness (TH) values for both effluents in all seasons were found to be within the accepted limit set by the DoE (2019). The mean TH values for pharmaceutical and PCP effluent were 345 and 388 mg/L, respectively, with an SD of 7.3 and 11.7, respectively. In most of the seasons, the DO values remained below the permissible limit set by both the ECR (2023) and DoE (2019). Lower values of DO can be explained by relatively higher values of BOD5, COD, and TDS (Table 1). Both the BOD5 and COD values in the monsoon season for pharmaceutical effluent were found to be below the accepted limit set by the ECR (2023), while the remaining values were found to exceed the standard limits. The mean BOD5 values for pharmaceutical and PCP effluent were 46.8 and 249.9 mg/L, respectively, with SD of 15.8 and 32.7, respectively. The mean COD value for PCP effluent (468.3 mg/L) were found to be almost two times higher than that of the pharmaceutical effluent (215.8 mg/L) (Table 1). The LC–MS analysis suggested that the pharmaceutical effluent contained several cephalosporin antibiotics, such as amoxicillin, cefalexin, cefradine, cefuroxime, penicillin, etc., while PCP effluent contained several EDCs, such as BPA, butylparaben, benzyl butyl phthalate, octyl phenol, etc. These are extremely toxic compounds for aquatic life (Afshan et al. 2020; Fick et al. 2009).

Chemical parameters (cations and anions)

The concentrations of nitrate in all seasons for both industrial effluents were found to exceed the accepted limits set by both the ECR (2023) and DoE (2019). However, the mean nitrate value for pharmaceutical effluent (74 mg/L) was found to be almost three times higher than that of the PCP effluent (25.1 mg/L) (Table 2). The concentrations of chloride and sulfate for both effluents in all seasons were found to be within the accepted limit. The mean concentrations of chloride and sulfate for pharmaceutical effluent were found to be 140.7 and 112.8 mg/L, respectively, with SD of 6.19 and 5.38. For PCP effluent, the mean concentrations of chloride and sulfate were found to be 213.4 and 213.2 mg/L, respectively, with SD of 22.79 and 35.11. The phosphate value for pharmaceutical effluent in all three seasons was found to exceed the permissible limits set by both the ECR (2023) and DoE (2019). However, the phosphate value for PCP effluent in all three seasons was found to be within the accepted limits. The mean phosphate values for pharmaceutical and PCP effluent were 8.9 and 3.6 mg/L, respectively, with SD of 2.68 and 0.78, respectively (Table 2). High concentrations of nitrate and phosphate in the effluent can lead to contamination of the water bodies, causing eutrophication (Anand et al. 2022). The concentrations of Na, K, Ca, and Mg for both effluents in all seasons were within the permissible limits of the DoE (2019) (Table 2). The mean concentrations of Na, K, Ca, and Mg for pharmaceutical effluent were found to be 1.10, 0.85, 6.7, and 12.7 mg/L, respectively, with SD of 0.11, 0.08, 0.37, and 0.83. For PCP effluents, the mean concentrations of Na, K, Ca, and Mg were found to be 0.15, 0.12, 51.9, and 12.5 mg/L, respectively, with SD of 0.05, 0.03, 7.57, and 2.16. Commercial limestone is used in the wastewater treatment process to increase the pH to the optimum level in PCPs WWTP, which increases the concentration of Ca and Mg. In pharmaceutical effluent, the higher value of Mg is due to the use of Mg(OH)2 in the antacid manufacturing process.

HM in effluent

The heavy metal concentrations were found to be within the accepted limits of the ECR (2023) guidelines. However, the mean concentrations of Cr and Cd for both effluents, the mean concentrations of Ni and Pb for pharmaceutical effluent, and the mean concentrations of Mn for PCP effluents were found to exceed the permissible limits set by the DoE (2019) guidelines (Table 3). The mean concentrations of Cr for pharmaceutical and PCP effluents were found to be 0.067 and 0.194 mg/L, respectively, with an SD of 0.01 for both effluents. The mean concentration of Mn for PCP effluents was found to be 0.232 mg/L with an SD of 0.01. For pharmaceutical effluent, the mean concentration of Ni was found to be 0.104 mg/L with an SD of 0.09. The mean concentration of Pb for pharmaceutical effluent was found to be 0.058 mg/L with an SD of 0.05. The mean Cd concentrations for pharmaceutical and PCP effluents were 0.01 and 0.013 mg/L, respectively, with SDs of 0.01 and 0.003. The continuous discharge of industrial effluent containing toxic HMs can slowly accumulate in the water bodies and consequently contaminate groundwater. Mineral pigments containing HMs such as Cr, Mn, Fe, Ni, Cu, Zn, Pd, and Cd, are commonly used in the manufacturing of cosmetics for color, skin sensitizers, and antimicrobial agents (Arshad et al. 2020). On the other hand, HMs are directly used as catalysts and reagents in the pharmaceutical manufacturing processes. HMs in pharmaceutical wastewater may also originate from the trace impurities in raw materials, and as byproducts of various chemical tests and processes (Bibi et al. 2023).

EPs in effluents

The list of EPs found by LC–MS analysis in pharmaceutical and PCP effluents is presented in Table 4. A total of 37 EPs were identified in pharmaceutical and PCP effluents; of them, 22 EPs were found in pharmaceutical effluent, including 12 compounds that are antimicrobial agents. Moreover, most of the antimicrobial agents are cephalosporin antibiotics, such as amoxicillin, cefalexin, cefradine, cefuroxime, and penicillin. Other notable drugs are anti-allergen (cetirizine, dexamethasone (DEX)), antihistamine (chloramphenicol maleate), anti-inflammatory (ibuprofen), anti-asthmatic (salbutamol), etc. (Table 4). Among the assigned EPs in PCP effluents, predominant groups are UV filters (benzophenone-2, benzophenone-3, para-amino-benzoic acid, benzyl salicylate), plasticizers (BPA, benzyl butyl phthalate), and synthetic musks (celestolide, phantolide, p-dimethoxybenzene). Some of the identified compounds in PCP effluents are insoluble in water. However, their presence in PCP effluents can be explained by their high affinity toward other organic pollutants present in effluent (‘Trojan-Horse effect’). Some of the identified compounds, such as BPA, butylparaben, benzyl butyl phthalate, octyl phenol, etc., in PCP effluents are EDCs.

FTIR analysis

The presence of alcoholic (-OH) and amino (-NH2) functional group compounds in both types of effluent can be attributed to the broad absorption bands in the range of 3,150–3,600 cm−1 (Figure 2) due to the asymmetric and symmetric stretching vibrations of ν(O–H) and ν(N–H) bonds present in alcohols, carboxylic acids, amines, amides, and imides (Kose & Necefoglu 2008; Hossen 2024). The absorption peaks observed in all three seasons for pharmaceutical effluent in the range of 1,768–1,789 cm−1 were due to the stretching vibration of ν(C = O) bond in β-lactam rings, suggesting the presence of cephalosporin or β-lactam antibiotics in pharmaceutical effluent (Figure 2(a)). The absorption peaks at 1,630–1,661 cm−1 for both effluents can be assigned for the stretching vibrations of ν(C = O) bonds other than β-lactams, indicating that different types of organic compounds, such as aldehydes, ketones, carboxylic acids, acid halides, amides, esters, etc., can be present in the effluents. The heterocyclic stretching vibration of the ν(C = N) bond is also observed in the same range of 1630–1660 cm−1, suggesting that the organic compounds with heterocyclic structure might also be present (Pavia et al. 2001). The strong absorption bands for both effluents in the fingerprint region at 1,373–1,485 cm−1 for effluent could be assigned to the stretching vibrations of the aromatic νC = C bonds. The strong absorption peaks at 1,000–1,120 cm−1 for both effluents were assigned to the stretching vibrations of ν(C–O) bonds (Pavia et al. 2001). For pharmaceutical effluent, several absorption peaks in the range of 1,000–1,400 cm−1 due to the stretching vibration of ν(C–F) bond suggested that fluorinated compounds were also present. The medium intensity peaks found between 600 and 650 cm−1 due to the stretching vibrations of ν(C–Cl), ν(C–Br), and ν(C–I) vibrations indicated that the halogenated compounds were present in pharmaceutical effluent (Pavia et al. 2001; Kumari & Tripathi 2019).
Figure 2

FTIR spectra of (a) pharmaceutical and (b) PCP effluents.

Figure 2

FTIR spectra of (a) pharmaceutical and (b) PCP effluents.

Close modal

Comparative study

The quality of the treated effluent depends on the characteristics of the influent and the performance and types of WWTPs used. Therefore, the physicochemical parameter results are expected to vary from industry to industry, since different WWTPs are used in different industries. However, a comparative study was conducted to show the similarities and dissimilarities with the previous works (Table 5). Like the present study, acidic pH with almost identical values was reported in the previous study conducted by Abdullahi et al. (2020) and Amigun et al. (2021) (Table 5). However, a slightly lower pH for PCPs was found in the present study compared to the previous study. Comparatively similar results were found for EC, TDS, COD, nitrate, and major HMs in the pharmaceutical effluents, however, phosphate concentration in the present study was found to be almost five times lower than the previous study conducted by Bakare et al. (2009). Contrarily, a significant variation was observed between the present and the previous studies for PCP effluents (Table 5). On the other hand, similar types of EPs in PPCP effluents were reported in the previous studies as shown in the present study (Desmidt et al. 2014; Arman et al. 2021).

Environmental impact assessment

The CCME-WQI analysis of pharmaceutical and PCP effluents in three seasons, considering all parameters, suggested that the treated water quality was poor. However, according to the HEI analysis, low to medium heavy metal pollution was observed for both effluents in different seasons. According to the HPI and RQMEC/PNEC analyses, both effluents in all seasons were unsafe for consumption and had high environmental risks considering HMs only (Table 6). Moreover, antibiotics found in the pharmaceutical effluents can kill microorganisms, contaminate microbial ecosystems, and develop antibiotic-resistant microorganisms. Pharmaceutical EPs in effluent are capable of increasing genome instability, altering blood cell indices, and causing pathological lesions in fish tissues (Hossen et al. 2024). PCP effluents contained a certain number of EDCs, such as BPA, parabens, phthalates, benzophenones, etc., that have significant environmental risks. The normal functioning of the endocrine systems of mammals is disrupted by EDCs, and as a consequence, cancer, birth defects, and developmental disorders in mammals are promoted. Hormonal disruption caused by EDCs develops learning disabilities, attention deficit hyperactive disorders, and deformities of body parts such as the limbs. If a pregnant mother is exposed to EDCs such as BPA and phthalates, the sexual development of her offspring could be hampered (Afshan et al. 2020). Animals exposed to low levels of EDCs showed similar effects as those in human beings. EDCs are very persistent in the environment and accumulate in animal and human tissues, thereby posing a significant threat to human and animal health (Fick et al. 2009). The concentrations of phosphate and nitrate in the treated effluents of PPCPs were found to be high. Phosphate and nitrate in surface water bodies, such as rivers, lakes, and the oceans, in a process called eutrophication, leads to algal blooms causing oxygen-starved dead zones (Desmidt et al. 2014). Nitrate and phosphate in surface water may slowly leach into the groundwater thereby contaminating drinking water sources. It is reported that nitrate contamination of drinking water increases the risk of certain cancers and impacts fetal development during pregnancy (Mathewson et al. 2020). Excess phosphate in drinking water can lead to accumulation in the body, which causes chronic kidney disease, and a reduced renal ability to excrete phosphate (Erem & Razzaque 2018). Some EPs, especially PCPs, were found in high concentration (intensity very high), which has a significant environmental risk. BPA, benzyl paraben, butylparaben, benzophenone-2, benzophenone-3, benzyl butyl phthalate, diethyl phthalate, and octyl phenol were found to have high concentrations, which are proven EDCs. Phantolide is a polycyclic synthetic musk fragrance, which was also found in high concentrations. Various researches revealed that exposure to certain synthetic musks like phantolide led to thyroid hormone disruption and behavioral changes in the fish, even at low concentrations. Another compound found in high concentrations was p-dimethoxybenzene, which is assumed to be toxic to aquatic and terrestrial organisms. Piperonyl butoxide has moderate impacts on the environment and poses a significant threat to aquatic life, especially in fishes and invertebrates. Its high concentration in aquatic systems may further increase the risk level. Para-amino-benzoic acid has the potential to harm aquatic life, can increase photosensitivity in organisms, and can contribute to DNA damage when exposed to UV radiation. Potential bioaccumulation and endocrine disruption in some studies on animals was found when it is released into water bodies through wastewater discharge from PCPs (Arman et al. 2021; Studzinski et al. 2021). Out of 22 EPs found in pharmaceutical effluent, 12 compounds are antimicrobial agents. Antibiotics in high concentrations cause harmful effects on the environment in three ways. Firstly, the antibiotics present in wastewater kill microorganisms by damaging the metabolic activities or inducing toxicity. Those microorganisms help impair the waste in the treatment process. Secondly, antibiotics contaminate microbial ecosystems. Thirdly, antibiotics present in such a wide range in the environment lead to the development of antibiotic-resistant microorganisms (Fick et al. 2009). Atropine is an alkaloid, which is used as an antimuscarinic agent. Though available environmental toxicity data is not sufficient, the risk of environmental impact of atropine cannot be ignored (Amiri et al. 2017). Cetirizine is an antihistamine frequently found in surface water and groundwater, which has significant environmental impacts (Almeida et al. 2017). DEX is a corticosteroid drug that is used to treat the inflammation of the skin, joints, lungs, and other organs. It belongs to a class of steroid hormones that is considered an endocrine disruptor (EDC). EDCs can disturb endocrine hormonal systems greatly (Thambirajah et al. 2021).

Table 6

Water quality of the pharmaceutical and personal care product effluents

EffluentSeasonIndex methodValuesCategoryRemarks
PPs PRM CCME-WQI 38.46 Poor water Considering all parameters 
MSN 40.96 Poor water 
PSM 41.32 Poor water 
PCPs PRM 36.55 Poor water 
MSN 36.62 Poor water 
PSM 36.39 Poor water 
PPs PRM HEI 4.21 Low pollution Considering heavy metals only 
MSN 11.91 Medium pollution 
PSM 3.73 Low pollution 
PCPs PRM 8.99 Low pollution 
MSN 10.30 Medium pollution 
PSM 11.54 Medium pollution 
PPs PRM HPI 193.07 Unsafe for drinking Considering heavy metals only 
MSN 793.28 Unsafe for drinking 
PSM 158.37 Unsafe for drinking 
PCPs PRM 282.89 Unsafe for drinking 
MSN 386.63 Unsafe for drinking 
PSM 476.94 Unsafe for drinking 
PPs PRM RQsa 20.23 High environ. risk Considering heavy metals only 
MSN 33.72 High environ. risk 
PSM 18.79 High environ. risk 
PCPs PRM 60.61 High environ. risk 
MSN 64.28 High environ. risk 
PSM 68.46 High environ. risk 
EffluentSeasonIndex methodValuesCategoryRemarks
PPs PRM CCME-WQI 38.46 Poor water Considering all parameters 
MSN 40.96 Poor water 
PSM 41.32 Poor water 
PCPs PRM 36.55 Poor water 
MSN 36.62 Poor water 
PSM 36.39 Poor water 
PPs PRM HEI 4.21 Low pollution Considering heavy metals only 
MSN 11.91 Medium pollution 
PSM 3.73 Low pollution 
PCPs PRM 8.99 Low pollution 
MSN 10.30 Medium pollution 
PSM 11.54 Medium pollution 
PPs PRM HPI 193.07 Unsafe for drinking Considering heavy metals only 
MSN 793.28 Unsafe for drinking 
PSM 158.37 Unsafe for drinking 
PCPs PRM 282.89 Unsafe for drinking 
MSN 386.63 Unsafe for drinking 
PSM 476.94 Unsafe for drinking 
PPs PRM RQsa 20.23 High environ. risk Considering heavy metals only 
MSN 33.72 High environ. risk 
PSM 18.79 High environ. risk 
PCPs PRM 60.61 High environ. risk 
MSN 64.28 High environ. risk 
PSM 68.46 High environ. risk 

aPNEC (ppb): Cr = 3.4; Mn = 209.88; Fe = 78; Ni = 44.3; Cu = 68.66; Zn = 87; Pb = 61.41; Cd = 57.33 (Razak et al. 2021; Adams & Claytor 2021; Gomez Cortes et al. 2022).

Table 7

Pearson correlation matrix

Temp.pHECTSSTDSDOBOD5COD
Temp.        
pH 0.245       
EC 0.001 −0.914a      
TSS −0.236 0.808 −0.944b     
TDS −0.467 −0.197 0.202 0.106    
DO 0.166 .220 −0.412 −0.217 −0.726   
BOD5 −0.094 −0.926b 0.868a −0.878a 0.137 −0.053  
COD −0.009 −0.921b 0.940b −0.952b 0.076 −0.103 0.979b 
Temp.pHECTSSTDSDOBOD5COD
Temp.        
pH 0.245       
EC 0.001 −0.914a      
TSS −0.236 0.808 −0.944b     
TDS −0.467 −0.197 0.202 0.106    
DO 0.166 .220 −0.412 −0.217 −0.726   
BOD5 −0.094 −0.926b 0.868a −0.878a 0.137 −0.053  
COD −0.009 −0.921b 0.940b −0.952b 0.076 −0.103 0.979b 

aCorrelation is significant at the 0.05 level (two-tailed).

bCorrelation is significant at the 0.01 level.

Statistical analysis

Pearson correlation matrix and PCA were used to investigate the correlations between variables and the factors or variables that have the greatest contribution to pollution. Seasonal variability was tested using two-way ANOVA analysis.

Pearson correlation matrix

Pearson correlation analysis was performed to investigate the degree of interrelationships between the major physicochemical parameters (Shil et al. 2019). A very strong negative correlation was found between pH and EC (−0.914) at a significant level of 0.05, suggesting that the acidic effluent mainly contributed to increasing the EC values (Tables 1 and 7). The relationship between pH and EC may be positive or negative depending on the value of pH, more specifically the acidic or alkaline nature of the water medium. For an acidic medium (pH < 7), the lowering of pH will increase the number of protons, which will increase the EC value. However, for an alkaline medium, the raising of pH will increase the number of hydroxide ions (OH), which will increase the EC value (Pujar et al. 2020). A very strong linear relationship was also found between pH and BOD5 (−0. 926) as well as pH and COD (−0. 921) at a significant level of 0.01, suggesting that the organic compound removal efficiency of the WWTPs was highly dependent on pH. Both the pharmaceuticals and PCP industries use biological WWTPs. The average pH values of the treated effluents discharged by the pharmaceutical and PCP industries were found to be 6.67 and 5.10, respectively (Table 1). The pH value for both types of wastewater was acidic, however, the pH of the PCPs wastewater was too acidic for microorganisms to survive (Jin & Kirk 2018). Therefore, very strong negative linear relationships were found between pH and BOD5 and pH and COD. A moderate negative correlation was found between EC and DO and a weak negative relationship between TSS and DO, while a very strong negative linear relationship was found between TDS and DO (−0. 726). These types of relationships between EC and DO, TSS and DO, and TDS and DO are natural and are found in almost all water quality analyses (Kabir et al. 2020). However, a positive relationship between DO and TDS was also reported (Panda et al. 2018).

Principal component analysis

The PCA is a widely used data reduction technique, which produces a new subset of uncorrelated variables by converting the original variables. The new variables are known as PCs or factors (Fs). These PCs or factors can efficiently account for the variance in the original dataset (Kabir et al. 2020). The PCA analysis based on the correlation matrix was done to find out the main parameters that explain the variations in the dataset. Three PCs with eigenvalues greater than 1 were extracted using a correlation matrix, which accounts for 95.59% of the total sample variance (Table 8). The factor loadings were classified as strong, moderate, and weak according to the corresponding factor loading values of >0.75, 0.75–0.50, and <0.50, respectively (Barakat et al. 2016). The first factor or first principal component (PC1) is strongly positively correlated (>0.75) with EC, BOD5, COD, Ca2+, Cl, , Cr, Mn, and Cu, which has the greatest variability (65.59%) (Figure 3).
Table 8

Rotated component matrix after varimax rotation

VariablesPC1PC2PC3
Temp. – – −0.929 
pH −0.936 – −0.284 
EC 0.970 0.191 – 
TSS −0.968 −0.108 0.216 
TDS – 0.739 0.544 
TH −0.882 0.183 0.414 
DO −0.289 −0.879 −0.122 
BOD 0.975 −0.125 0.167 
COD 0.992 −0.122 – 
Na −0.967 0.179 0.130 
−0.982 – 0.160 
Ca 0.978 – 0.117 
Mg – – 0.752 
NO3 −0.919 −0.141 0.344 
Cl 0.935 – 0.313 
PO4 −0.821 −0.410 0.390 
SO4 0.929 – 0.348 
Cr 0.998 – – 
Mn 0.996 – – 
Fe −0.972 0.224 – 
Ni −0.457 0.843 −0.227 
Cu 0.995 – – 
Zn −0.595 0.723 0.243 
Pb −0.257 0.901 −0.240 
Cd 0.426 0.887 – 
Eigenvalues 16.427 4.540 2.787 
% of variance 65.59 18.51 11.49 
Cumulative % 65.59 84.10 95.59 
VariablesPC1PC2PC3
Temp. – – −0.929 
pH −0.936 – −0.284 
EC 0.970 0.191 – 
TSS −0.968 −0.108 0.216 
TDS – 0.739 0.544 
TH −0.882 0.183 0.414 
DO −0.289 −0.879 −0.122 
BOD 0.975 −0.125 0.167 
COD 0.992 −0.122 – 
Na −0.967 0.179 0.130 
−0.982 – 0.160 
Ca 0.978 – 0.117 
Mg – – 0.752 
NO3 −0.919 −0.141 0.344 
Cl 0.935 – 0.313 
PO4 −0.821 −0.410 0.390 
SO4 0.929 – 0.348 
Cr 0.998 – – 
Mn 0.996 – – 
Fe −0.972 0.224 – 
Ni −0.457 0.843 −0.227 
Cu 0.995 – – 
Zn −0.595 0.723 0.243 
Pb −0.257 0.901 −0.240 
Cd 0.426 0.887 – 
Eigenvalues 16.427 4.540 2.787 
% of variance 65.59 18.51 11.49 
Cumulative % 65.59 84.10 95.59 
Figure 3

Biplot of PC1 and PC2 with active variables.

Figure 3

Biplot of PC1 and PC2 with active variables.

Close modal

The PC1 is also strongly negatively correlated with pH, TSS, TH, Na+, K+, , PO43−, and Fe. However, the PC2 is strongly positively correlated with Ni, Pb, and Cd. For PC2, a strong negative correlation was also found with DO. For PC3, a strong positive correlation was observed with Mg, while a strong negative correlation was also found with temperature (Table 8).

ANOVA analysis

The two-way ANOVA analysis was performed at a 95% level of significance (p < 0.05) to examine the seasonal variations in water quality parameters. The ANOVA analyses predict to understand which effects are statistically significant and to measure their contribution to the difference in the response (Kabir et al. 2020). To analyse the significance of the parameters between sampling times, two-way ANOVA was conducted. The analysis tested the null hypothesis (H0) that the error variance of the dependent variable is equal across the groups, while the alternate hypothesis (H1) was that the error variance of the dependent variable is not equal across the groups. The analysis suggested that there was no statistically significant seasonal variation observed across the groups, since the p-value was greater than 0.05 (Tables 9 and 10). This result demonstrates that the WWTPs of both pharmaceutical and PCP industries equally perform all over the year. The analysis results also suggested that there was a statistically significant (p-value = 0.00) variation in parameters (Table 9). However, from Table 9, it is also evident that the interaction term (Season × Parameter) was not statistically significant at an alpha level of 0.05 (Lescesen et al. 2015). The results of post-hoc tests for parameters (data not shown) show that the effect of temperature on EC, TDS, TH, and COD was significant on the level of significance p < 0.01, while the effect on other parameters was not significant. The interaction effect of pH on EC, TDS, TH, COD, chloride, and sulfate was significant, while the effect on other parameters was not significant. However, the effect of EC on all parameters was significant except for TDS. The effect of TSS on EC, TDS, TH, and COD was significant on the level of significance p < 0.01. The effect of TDS on all parameters was found to be significant except for EC. The interaction effect of DO on EC, TDS, TH, COD, chloride, and sulfate was significant. The effect of COD on all parameters was significant on the level of significance p < 0.01 except for TH. The heavy metal ions, anions, and cations were found to have an interaction effect on EC and TDS only. The estimated marginal mean scores of parameters is presented in Figure 4.
Table 9

Two-way ANOVA analysis considering two factors with interaction term

SourceType III sum of squaresdfMean squareFSig.Partial Eta squared
Corrected model 5,169,062.675a 74 69,852.198 14.673 0.000 0.935 
Intercept 1,641,425.468 1,641,425.468 344.790 0.000 0.821 
Season 3,997.451 1,998.725 0.420 0.659 0.011 
Parameter 5,127,014.602 24 213,625.608 44.873 0.000 0.935 
Season × parameter 38,050.622 48 792.721 0.167 1.000 0.096 
Error 357,048.824 75 4,760.651    
Total 7,167,536.967 150     
Corrected total 5,526,111.499 149     
SourceType III sum of squaresdfMean squareFSig.Partial Eta squared
Corrected model 5,169,062.675a 74 69,852.198 14.673 0.000 0.935 
Intercept 1,641,425.468 1,641,425.468 344.790 0.000 0.821 
Season 3,997.451 1,998.725 0.420 0.659 0.011 
Parameter 5,127,014.602 24 213,625.608 44.873 0.000 0.935 
Season × parameter 38,050.622 48 792.721 0.167 1.000 0.096 
Error 357,048.824 75 4,760.651    
Total 7,167,536.967 150     
Corrected total 5,526,111.499 149     

a = R2 = 0.935 (Adjusted R2 = 0.872).

Table 10

Multiple comparisons (post-hoc analysis) with dependent variable

(I) Season(J) SeasonMean difference (I – J)Std. errorSig.95% Confidence interval
Lower boundUpper bound
Tukey HSD PRM MSN −6.5247 13.79949 0.884 −39.5209 26.4714 
 PSM −12.6429 13.79949 0.632 −45.6391 20.3533 
MSN PRM 6.5247 13.79949 0.884 −26.4714 39.5209 
 PSM −6.1182 13.79949 0.897 −39.1143 26.8780 
PSM PRM 12.6429 13.79949 0.632 −20.3533 45.6391 
 MSN 6.1182 13.79949 0.897 −26.8780 39.1143 
LSD PRM MSN −6.5247 13.79949 0.638 −34.0147 20.9653 
 PSM −12.6429 13.79949 0.363 −40.1329 14.8471 
MSN PRM 6.5247 13.79949 0.638 −20.9653 34.0147 
 PSM −6.1182 13.79949 0.659 −33.6082 21.3718 
PSM PRM 12.6429 13.79949 0.363 −14.8471 40.1329 
 MSN 6.1182 13.79949 0.659 −21.3718 33.6082 
(I) Season(J) SeasonMean difference (I – J)Std. errorSig.95% Confidence interval
Lower boundUpper bound
Tukey HSD PRM MSN −6.5247 13.79949 0.884 −39.5209 26.4714 
 PSM −12.6429 13.79949 0.632 −45.6391 20.3533 
MSN PRM 6.5247 13.79949 0.884 −26.4714 39.5209 
 PSM −6.1182 13.79949 0.897 −39.1143 26.8780 
PSM PRM 12.6429 13.79949 0.632 −20.3533 45.6391 
 MSN 6.1182 13.79949 0.897 −26.8780 39.1143 
LSD PRM MSN −6.5247 13.79949 0.638 −34.0147 20.9653 
 PSM −12.6429 13.79949 0.363 −40.1329 14.8471 
MSN PRM 6.5247 13.79949 0.638 −20.9653 34.0147 
 PSM −6.1182 13.79949 0.659 −33.6082 21.3718 
PSM PRM 12.6429 13.79949 0.363 −14.8471 40.1329 
 MSN 6.1182 13.79949 0.659 −21.3718 33.6082 
Figure 4

Estimated marginal mean values of parameter.

Figure 4

Estimated marginal mean values of parameter.

Close modal

The study results showed that the pharmaceutical effluents were slightly acidic (6.3–6.9), while PCP effluents were moderately acidic (4.5–5.5) in all three seasons. For PCP effluents, the values of BOD5 and COD for all three seasons were found to be very high above the accepted limits set by the ECR (2023), while for pharmaceutical effluent, these values were slightly exceeded for two seasons. For both types of effluents, the concentrations of nitrate () in all three seasons were found to exceed the standard limits. However, the concentrations of phosphate () for pharmaceutical effluent in all seasons were above the permissible limits set by the ECR (2023). For pharmaceutical effluents, the mean heavy metal concentrations were in the order of Fe(0.57) > Ni(0.104) > Cr(0.067) > Mn(0.054) > Pb(0.05) > Zn(0.044) > Cu(0.0222) > Cd(0.01), while for PCP effluents, the order was Cu(0.314) > Mn(0.232) > Cr(0.194) > Fe(0.187) > Zn(0.032) ≥ Pb(0.032) > Ni(0.026) > Cd(0.013). The mean concentrations of Ni and Pb for pharmaceutical effluent, Mn for PCP effluents, and Cr and Cd for both types of effluent were above the accepted limits set by the DoE (2019). The study showed that the pharmaceutical effluent contained several cephalosporin antibiotics, such as amoxicillin, cefalexin, cefradine, cefuroxime, penicillin, etc., along with some other types of harmful drugs. However, their intensities were found to be very low, indicating a very trace amount of EPs are released into the aquatic system. The study also revealed that PCP effluents contained several EDCs, such as BPA, butylparaben, benzyl butyl phthalate, octyl phenol, etc. The intensities of EPs for PCPs were found to be very high, suggesting that comparatively higher amounts of organic compounds are discharged by PCPs industry. The CCME-WQI, HPI, HEI, and RQs suggested that both types of effluent were poor in quality and unsafe for consumption, which had high environmental risk. Pearson correlation matrix and PCA suggested that pH, EC, BOD5, COD, , PO43−, and were the most correlating and contributing factors. Overall, the water quality of the pharmaceutical effluent was better as compared to that of PCP effluents. The ANOVA analysis results illustrated that there was no statistically significant seasonal variation observed, indicating the WWTPs of pharmaceutical and PCP industries equally performed over the year. A total of 37 EPs, including antibiotics and EDCs, were identified in both the treated effluents, which are very toxic to aquatic life and the environment. Hence, advanced treatment processes (combined treatment plant consisting of biological, oxidation, and adsorption) should be implemented to improve the discharged effluent quality.

The authors would like to thank the authorities of the studied pharmaceutical and personal care products industries for their cooperation in carrying out this research. We would also like to show gratitude to the authorities of BCSIR and the Central Science Laboratory of Rajshahi University.

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

The authors declare there is no conflict.

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