Simultaneously colliers and coal-fired wastewater treatment as well as energy production through reverse electrodialysis
Date
2024-05
Authors
Ngobese, Thobeka
Journal Title
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Abstract
One primary sector contributing to the country’s economic development is coal mining. As the
country’s primary energy source, coal dominates the country’s energy mix. Conversely, the
devastating environmental impact of this industry cannot be ignored. An ever-increasing
population and economic growth exacerbate this problem further. This energy resource, “coal”,
is mined using large quantities of water, resulting in salted wastewater and further
contaminating groundwater. South Africa (SA) is experiencing water shortages because of
climate change, which coal directly contributed to, so it has no choice but to implement
mitigation plans instead of preventing it to ensure its sustainability.
Therefore, it is in this context that led to the motive for this current research. This study uses
reverse electrodialysis (RED) technology to mitigate and address this environmental challenge
sustainably. A vital advantage of this technology is its ability to produce power while purifying
wastewater. This advantage makes it a valuable energy mix that can substantially reduce and
alleviate coal-fired emissions. The study aimed to investigate the desalination and power
generation process for treating synthesised coal mining and colliers using a RED stack.
The study’s hypothesis was tested by using small laboratory-scale RED stacks. This study used
synthetic wastewater to mimic SA’s colliery mine and coal power plant wastewater. A
performance assessment of the RED stacks was conducted under varying system temperatures,
solution concentrations, and flow rates. 20 to 40 °C system temperatures, 1 to 2 mol/L solution
concentrations, and 896 to 1550 mL/min flow rates were used. Within the specified
experimental ranges, an empirical tool, response surface methodology (RSM), was used to
minimise the number of experiments while obtaining sufficient experimental data. The selected
process parameters were converted into dimensionless codified data in three levels. A general
full factorial design type recommended 18 experimental runs. The influence of each selected
parameter was examined individually in the first part of this study. A range of 2.31 to 10.75
W/m2 and 3.94 to 16.13 wt.% power density and salt removal were obtained at the selected
experimental ranges. These results corresponded to a membrane flux range used in this study.
The membrane flux data was used to assess scale-up feasibility and cost estimation for the RED
technology Statistical analysis was performed using the historical data design (HDD) option provided by
RSM software to examine the combined influence of the investigated parameters on power
density and salt removal. The results recommended that the 2FI model, as the highest order
with significant terms, can describe the desalination and power density. A good agreement was
found between experimental data and data generated by empirical models, with a less than 3%
deviation. A regression (R2) analysis was performed to determine the accuracy and reliability
of the developed empirical models. An accuracy level of 95% was obtained in predicting
experimental data within the experimental range for these models. Against this brief, the two factor interaction (2FI) acquired by the model elucidates that this model is not recommended
since it cannot make accurate predictions, as 0.6949 as well as 0.8704 for salt removal
percentage and power density, respectively, indicate a relatively low value for regression. The
combined effects and significance of input parameters were assessed with a three-dimensional
surface (3-D) and a contour plot. The assessment revealed that power density and salt removal
were less affected by the increase in flow rate than by solution concentration and system
temperature.
The feasibility of the technology was further explored by optimising input variables since the
membrane flux data alone cannot provide detailed information on the technology’s potential.
Increasing RED parameters, such as pumping at higher flow rates, frequently requires more
energy; therefore, pumping costs may increase if the operating parameters necessitate higher
solution flow rates, affecting the RED system’s overall running costs. The temperature,
concentration, and flow rate were optimal through RSM software at 40℃, 1.93 mol/L and 896
mL/min. This high temperature will accelerate scaling effects, leading to technical failure if the
technology is used to treat or produce electricity on a large scale. Consequently, this technology
would be more expensive. However, this does not exclude the possibility of replacing current
conventional technologies with this technology. After RED technology has been conceptually
designed and cost analysis, including sensitivity analysis, has been conducted, a realistic
conclusion can be drawn.
The effect of divalent ions was investigated in further detail using these optimal conditions.
The synthetic coal mine wastewater was prepared by adding Ca2+ and SO4
2-
, maintaining NaCl
concentration and increasing divalent ions. Deionised water simulating lower concentrations
likely affected the overall performance of the RED stack in this study. In this case, further
investigation into the effect of lower concentrations should be recommended to examine improving the performance of RED stacks at even lower concentrations. It will also be possible
to assess if they are effective on wastewater containing low salt levels. This study does not
recommend the HDD method for optimising the experimental results. However, further
investigation should be conducted to accurately develop models that would produce a reliable
model with acceptable prediction ability. In this manner, similar experimental investigations
can be conducted more quickly.
Description
This dissertation is submitted in the fulfilment of the requirements for the degree of Master of Engineering in Chemical Engineering at Durban University of Technology, Durban, South Africa, 2024.
Keywords
Wastewater treatment
Citation
DOI
https://doi.org/10.51415/10321/5447