Keywords

1 Introduction

The waste disposal site, BKB landfill, in Mueang Khon Kaen District, Khon Kaen Province, produces around 720 kt of solid waste per year (Pollution Control Department [PCD], 2016). The daily amount of rubbish dumped (without waste separation) produced by Khon Kaen city is approximately 1300 t of new garbage, including 300 kg of toxic wastes (Nathanri, 2021), with an increasing annual rate of around 10%. The study area for hydrogeochemical groundwater modeling is located in the BKB landfill, covering an area of approximately 53 km2. Contaminant distribution by source from this landfill is underlined by an unconfined aquifer and layer of rocks, which consist of lateritic sand and gravel locally flowing from the North-West to the South-East (Boonsener et al., 1994).

Groundwater is the main living factor in this region, especially in drought areas. The community in the surrounding area of this landfill relies on the groundwater of both shallow wells of the unconfined aquifer (< 10 m of water depth) and deep wells of the confined aquifer (~ 30 m depth), which is supported by a semi-green sandstone layer (Srisuk, 1994). Groundwater flows in consolidated rocks along fractures rocks of shale, sandstone, and siltstone in the Khorat Group (Khok Kruat, Phu Phan, and Sao Khua Formations) beneath an evaporite layer is very distinctive around 27–1000 m3 per day (Srisuk & Lertsirivorakul, 1984). Contaminants affected by this landfill could disperse, covering the surface soil or infill to the groundwater resulting in water quality. The water quality of the groundwater model can reveal plumes of contaminants along with the flow direction of groundwater. Thus, this research aims to evaluate the hydrogeochemical characteristics of groundwater related to the groundwater model in the BKB landfill in Khon Kaen Province, Thailand.

2 Materials and Methods

The study area of the BKB landfill covers an area of 53 km2 in Mueang District, the northern part of Khon Kaen city, based on the UTM Grid Reference System in 48Q 0262000E-0272500E and 1833500N to 1838500N, as the SS sub-basin. Groundwater samples are collected from 24 stations nearby the landfill in the dry season (December 2019) and in the wet season (July–August 2020). Physico-chemical parameters of groundwater are determined in the field, such as pH, temperature (T), electrical conductivity (EC), dissolved oxygen (DO), and oxidation–reduction potential (ORP). The total dissolved solids (TDS) value is obtained by evaporation at 105 °C in the oven, whereas major ions and some heavy metals (Fe, Mn, Cd, Pb, and Cr) are examined using spectroscopy techniques. The controlling process of groundwater then verifies the hydrogeochemical speciation. In contrast, the surfer program traces the flow direction based on the hydraulic head and the elevation. Heavy metals transport profiles and hydrogeochemical characteristics of groundwater are mathematically evaluated (simulating) groundwater flow through aquifers at the steady-state condition using the US Geological Survey Modular Finite-difference Flow Model (MODFLOW) software.

3 Results and Discussion

3.1 Physico-chemical Analysis

The pH, T, EC, DO, and ORP are measured in the field and presented in the physicochemical plot (Fig. 1). These parameters are essential to evaluate the hydrogeochemical characteristics of groundwater. Water types of groundwater based on TDS between 100 and 900 mg L−1 are determined as mainly the Na-Ca-(or Ca-Na)-Cl-HCO3 in the wet season and the Na-Ca-Cl-HCO3 and Na-Cl in the dry season. Heavy metals of Fe, Mn, Cd, Pb, and Cr are in the average of 0.73, 0.64, 4.32, 0.146, and 0.145 mg L−1, respectively. Astonishingly, heavy metals are found nearby the BKB landfill. Moreover, distributions of heavy metals are correlated to the groundwater flow direction, e.g., as illustrated in Fig. 2 for Pb.

Fig. 1
figure 1

Physico-chemical parameters of groundwater in the wet season (W) and dry season (D)

Fig. 2
figure 2

Distribution map of lead (Pb)

3.2 Mass Transport Modeling

Spatial distributions of heavy metals in the landfill leachate show the downflow with a steep gradient along the stream from the north and south to the East. Pb contaminant is chosen for groundwater modeling due to its toxicity and harmful to human health. It releases at the north side and flows down from the surface to unconsolidated sandstone (KK) at ~ 50 m in depth (Fig. 3), which correlates to the groundwater flow direction.

Fig. 3
figure 3

Heavy metal transport of lead (10 years of time marker) with calibration graph comparing of calibrated and observed the head of the steady-state simulation

4 Conclusion

Groundwater modeling of heavy metals transport in waste disposal site, BKB landfill is correlated with groundwater’s hydrogeochemical characteristics and flow direction. This approach enhances our understanding of heavy metal migration, providing valuable insights for effective remediation strategies and environmental conservation efforts of groundwater preservation.