| Literature DB >> 34071804 |
Nur Fatihah Mohamad Zainol1, Azim Haziq Zainuddin2, Ley Juen Looi1, Ahmad Zaharin Aris2, Noorain Mohd Isa1, Anuar Sefie3, Ku Mohd Kalkausar Ku Yusof4.
Abstract
Rapid urbanization and industrial development in the Langat Basin has disturbed the groundwater quality. The populations' reliance on groundwater sources may induce possible risks to human health such as cancer and endocrine dysfunction. This study aims to determine the groundwater quality of an urbanized basin through 24 studied hydrochemical parameters from 45 groundwater samples obtained from 15 different sampling stations by employing integrated multivariate analysis. The abundance of the major ions was in the following order: bicarbonate (HCO3-) > chloride (Cl-) > sodium (Na+) > sulphate (SO42-) > calcium (Ca2+) > potassium (K+) > magnesium (Mg2+). Heavy metal dominance was in the following order: Fe > Mn > Zn > As > Hg > Pb > Ni > Cu > Cd > Se > Sr. Classification of the groundwater facies indicated that the studied groundwater belongs to the Na-Cl with saline water type and Na-HCO3 with mix water type characteristics. The saline water type characteristics are derived from agricultural activities, while the mixed water types occur from water-rock interaction. Multivariate analysis performance suggests that industrial, agricultural, and weathering activities have contributed to groundwater contamination. The study will help in the understanding of the groundwater quality issue and serve as a reference for other basins with similar characteristics.Entities:
Keywords: groundwater assessment; groundwater quality; heavy metals; major ions; multivariate statistical analysis; weathering
Mesh:
Substances:
Year: 2021 PMID: 34071804 PMCID: PMC8198349 DOI: 10.3390/ijerph18115733
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Summary of inland groundwater contamination studies in Malaysia.
| Study Area | Method | Studied Elements | Reference |
|---|---|---|---|
| North of Kuala Lumpur, Kinta Valley, Perak and Alor Setar, Kedah | Hydrochemistry analysis | Major ions | [ |
| Disposal site in Seri Petaling, Selangor | 2D electrical resistivity, geochemistry, and Analysis of variance (ANOVA) | Resistivity image, in situ parameters, major ions and trace elements | [ |
| Disposal site in Taiping Perak | Hydrochemistry analysis, surfer software | Soil samples, heavy metals | [ |
| Langat Basin, Selangor | 2D resistivity measurement, MODFLOW (modular finite-difference flow model), and SWOT (Strengths, Weaknesses, Opportunities, and Threats) analysis | In situ parameters, major ions, and heavy metals | [ |
| Ampar Tenang landfill, Selangor | Sodium adsorption ratio (SAR), piper diagram, 2D resistivity technique | Resistivity image and major ions | [ |
| Rosob Village, Sabah | Hydrochemistry analysis | Heavy metals | [ |
| Ampar Tenang and Bukit Tagar landfill, Selangor | Hydrochemistry analysis | Major ions, trace elements, and heavy metals | [ |
| North Kelantan | 2D resistivity measurement, hydrochemistry, and soil particle size analysis | Resistivity image, soil samples, major ions | [ |
| Ampar Tenang landfill, Selangor | Physiochemical and biochemical analysis | Physiochemical parameters, organic contaminants, and heavy metals | [ |
| North of Gemas, Negeri Sembilan | 2D electrical resistivity measurement, induced polarization, and borehole geophysical techniques | Resistivity images, pumping test data, and rock and soil data | [ |
| Melaka state | DRASTIC model (Depth to water, Recharge, Aquifer media, Soil media, Topography, Impact of the vadose zone, Hydraulic conductivity) with GIS and remote sensing | Groundwater level, recharge, lithology, soil type, topography, hydraulic conductivity, and land use data | [ |
| Southwest state of Selangor within the Langat Basin | Bank infiltration (BI), pumping test, 2D resistivity survey, soil sieve analyses | Resistivity images, isotope and major ions | [ |
| Batang Padang, Perak | GIS-based optimized DRASTIC model and analytic Process (AHP) | Borehole data, average annual rainfall, geophysical data, soil map, remote sensing imagery, and geophysical data | [ |
| Ex-landfill Taman Beringin, Selangor | Hydrochemical analysis, physicochemical analysis, and water quality analysis | Physicochemical parameters, heavy metals, NH3-N, Cl, F, Pb, Ni, and Fe | [ |
| Semenyih and Kajang, Selangor | Geological analysis, hydrochemical analysis, piper diagram, and well water chemistry interpretation | Major ions, physicochemical parameters, | [ |
| Langat Basin | Hydrochemical analysis, piper diagram, multivariate analysis | Physicochemical parameters, major ions, and heavy metals | Current study |
The geological profile setting of the Langat Basin [34].
| A.s.l (m) | Geological Setting |
|---|---|
| >30 | acid intrusives (undifferentiated) |
| >20 | Phyllite, schist, and slate; limestone and sandstone |
| >10 | Peat, humic clay, and silt; clay, silt, sand, and gravel |
| >1 | Clay and silt |
A.s.l, average sea level.
The description of hydrogeological and hydrochemical properties of the Langat Basin [34].
| Hydrology | Mean |
|---|---|
| Temperature | 27 °C |
| Annual precipitation | 2200 mm |
| Annual evapotranspiration | 1284 mm |
| Groundwater recharge rate | 108 mm |
| Groundwater discharge rate | 846 mm |
| Transmissivity | 0.024 m2/s |
| Vertical hydraulic conductivity/permeability | 7 × 10−9 m/s |
| Aquifer thickness | 10–100 m |
| Sustainable pumping rate | 26,849 million liter per day (MLD) |
| Water type | Ca-Mg-Cl [ |
MLD: million liters/day.
Site description of the study areas.
| Stations | A.s.l | Coordinate | Water Table | Depth of Borehole | Site Description | |
|---|---|---|---|---|---|---|
| m | N | E | m | m | ||
| LW1 | 30 | 3.00705 | 101.773 | 5.35 | 11.0 | Residential area |
| LW2 | 47 | 3.00409 | 101.873 | 1.00 | NA | Residential area and near to a palm oil plantation |
| LW3 | 50 | 2.88834 | 101.886 | 3.50 | NA | Residential area |
| LW4 | 20 | 2.89599 | 101.774 | 3.12 | 45.0 | Near to a river and a shrub area |
| LW5 | 36 | 2.85851 | 101.732 | 2.91 | 22.7 | Residential area |
| LW6 | 26 | 2.86136 | 101.557 | 4.96 | 13.0 | Residential area and near to a river |
| LW7 | 11 | 2.87883 | 101.621 | 4.23 | 11.7 | Wetland and near to a palm oil plantation |
| LW8 | 4 | 2.82795 | 101.546 | 3.42 | 49.5 | Part of agricultural activities |
| LW9 | 6 | 2.78176 | 101.527 | 4.58 | NA | Near to a l palm oil plantation and a lake, and part of agricultural activities |
| LW10 | 5 | 2.73455 | 101.472 | 2.00 | 65.0 | Residential area, near to a coastal area and agricultural activities |
| LW11 | 10 | 2.81993 | 101.639 | 3.7 | 15.8 | Residential area, near to a palm oil plantation and farming activities |
| LW12 | 8 | 2.83261 | 101.605 | 8.75 | 16.0 | Residential area, and near to industrial activities |
| LW13 | 11 | 2.81055 | 101.602 | 8.87 | NA | Near to industrial areas and a palm oil plantation |
| LW14 | 7 | 2.79758 | 101.559 | 0.83 | NA | Residential area, near to a palm oil plantation and a construction site |
| LW15 | 11 | 2.87069 | 101.676 | 2.93 | 18.0 | Residential area |
A.s.l., average sea level. NA, not available from the database. Borehole screening, 4.00−10.00 m (current study). Clay covering, 1–3 m [33].
Figure 1The land use map of the Langat basin.
Statistical summary of the physiochemical and heavy metal parameters in the groundwater of the Langat Basin.
| Parameters | Unit | Mean (SD) | WHO | MOH |
|---|---|---|---|---|
| pH | 6.13 ± 0.89 | 6.5–8.5 | 6.5–9.0 | |
| Temperature | °C | 29.64 ± 0.90 | - | - |
| DO | mg/L | 1.25 ± 0.35 | - | - |
| Salinity | ppt | 1.14 ± 2.22 | - | - |
| EC | µS/cm | 2286.38 ± 4318.75 | 500 | - |
| TDS | mg/L | 1352.58 ± 2534.34 | 500 | 1000 |
| HCO3− | mg/L | 185.93 ± 241.87 | 500 | - |
| Cl− | mg/L | 74.64 ± 86.77 | 250 | 250 |
| SO42− | mg/L | 38.6 ± 58.22 | 250 | 250 |
| Ca2+ | mg/L | 14.58 ± 22.01 | 75 | - |
| Mg2+ | mg/L | 6.94 ± 6.74 | 50 | 150 |
| K+ | mg/L | 12.85 ± 13.87 | - | - |
| Na+ | mg/L | 24.41 ± 19.64 | 200 | 200 |
| Fe | mg/L | 6.035 ± 9.027 | NA | 0.3 |
| Mn | mg/L | 0.378 ± 0.600 | NA | 0.1 |
| As | mg/L | 0.01 ± 0.019 | 0.01 | 0.01 |
| Cu | mg/L | 0.002 ± 0.002 | 2 | 1 |
| Pb | mg/L | 0.005 ± 0.002 | 0.01 | 0.01 |
| Zn | mg/L | 0.023 ± 0.024 | NA | 3 |
| Ni | mg/L | 0.003 ± 0.001 | 0.07 | 0.02 |
| Cd | mg/L | 0.001 ± 0.000 | 0.003 | 0.003 |
| Se | mg/L | 0.001 ± 0.001 | 0.04 | 0.01 |
| Cr | mg/L | 0.001 ± 0.002 | 0.05 | 0.05 |
| Hg | mg/L | 0.010 ± 0.013 | 0.0006 | 0.001 |
SD, standard deviation; WHO, World Health Organization; MOH, Ministry of Health Malaysia. NA, not available.
Pearson’s product moment correlation of the physicochemical parameters and major ions.
| pH | Temp | Sal | Cond | DO | TDS | HCO3− | Cl− | Ca2+ | Mg2+ | K+ | Na+ | SO42− | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| pH | 1 | −0.055 | 0.191 | 0.201 | 0.127 | 0.206 | 0.429 ** | 0.398 ** | 0.013 | 0.041 | 0.052 | 0.103 | 0.261 |
| Temp | 1 | 0.306 * | 0.307 * | −0.010 | 0.302 * | −0.047 | −0.061 | 0.115 | 0.235 | 0.210 | 0.199 | 0.056 | |
| Sal | 1 | 1.000 ** | 0.100 | 1.000 ** | 0.625 ** | 0.266 | 0.179 | 0.256 | 0.218 | 0.244 | 0.018 | ||
| Cond | 1 | 0.111 | 1.000 ** | 0.631 ** | 0.272 | 0.184 | 0.265 | 0.228 | 0.253 | 0.021 | |||
| DO | 1 | 0.110 | −0.155 | −0.213 | 0.074 | 0.235 | 0.205 | 0.149 | −0.126 | ||||
| TDS | 1 | 0.641 ** | 0.281 | 0.186 | 0.269 | 0.232 | 0.256 | 0.026 | |||||
| HCO3− | 1 | 0.761 ** | 0.161 | 0.216 | 0.229 | 0.224 | 0.342 * | ||||||
| Cl− | 1 | −0.026 | 0.004 | 0.032 | 0.048 | 0.544 ** | |||||||
| Ca2+ | 1 | 0.688 ** | 0.692 ** | 0.689 ** | 0.165 | ||||||||
| Mg2+ | 1 | 0.981 ** | 0.915 ** | 0.097 | |||||||||
| K+ | 1 | 0.930 ** | 0.131 | ||||||||||
| Na+ | 1 | 0.018 | |||||||||||
| SO42− | 1 |
** Correlation is significant at the 0.01 level (2-tailed). * Correlation is significant at the 0.05 level (2-tailed).
Figure 2Piper trilinear diagram showing hydrogeochemical facies. Na-HCO3 water type (Circle I) and Na-Cl water type (circle II).
Figure 3The Gibbs diagram showing the mechanism governing groundwater chemistry.
Figure 4Scree plot for PCA.
Principal component loading of the measured variables.
| Parameters | PC1 | PC2 | PC3 | PC4 |
|---|---|---|---|---|
| K+ | 0.958 | 0.112 | 0.041 | 0.024 |
| Mg+ | 0.940 | 0.105 | 0.076 | 0.139 |
| Na+ | 0.929 | 0.147 | 0.022 | 0.026 |
| Ca+ | 0.814 | 0.060 | 0.057 | −0.091 |
| Salinity | 0.111 | 0.981 | 0.097 | 0.011 |
| EC | 0.120 | 0.980 | 0.102 | 0.022 |
| TDS | 0.123 | 0.979 | 0.111 | 0.026 |
| Cl− | −0.037 | 0.212 | 0.882 | 0.038 |
| SO42− | 0.146 | −0.102 | 0.745 | −0.100 |
| HCO3− | 0.105 | 0.571 | 0.714 | 0.096 |
| DO | 0.215 | 0.121 | −0.385 | 0.734 |
| pH level | 0.042 | 0.157 | 0.510 | 0.576 |
| Temperature | 0.234 | 0.373 | −0.178 | −0.482 |
| Eigenvalue | 3.505 | 3.488 | 2.326 | 1.154 |
| Total variance | 26.965 | 26.831 | 17.891 | 8.880 |
| Total cumulative | 26.965 | 53.796 | 71.686 | 80.566 |
Figure 5Rotated component of PCA.
Figure 6Classification of the sampling stations based on HCA outputs.