Woon Chan Chong

Dr. Woon Chan Chong


Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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21 December 2019 in Environmental Science and Pollution Research
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Journal Article
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WKWeng Shin Koe
Weng Shin Koe
JLJing Wen Lee
Jing Wen Lee
WCWoon Chan Chong
Woon Chan Chong
Pang Yean LingPang Yean Ling
Pang Yean Ling
Sim Lan ChingSim Lan Ching
Sim Lan Ching

1 March 2022 in Chemosphere
Verified
Journal Article
Closed access
JCJia Fu Chin
Jia Fu Chin
ZHZeng Wei Heng
Zeng Wei Heng
HTHui Chieh Teoh
Hui Chieh Teoh
WCWoon Chan Chong
Woon Chan Chong
YPYean Ling Pang
Yean Ling Pang

29 March 2022 in Water
Verified
Journal Article
Open access
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WCWai Lin Cheong
Wai Lin Cheong
Yi Jing ChanYi Jing Chan
Yi Jing Chan
Timm Joyce TiongTimm Joyce Tiong
Timm Joyce Tiong
WCWoon Chan Chong
Woon Chan Chong
Worapon KiatkittipongWorapon Kiatkittipong
Worapon Kiatkittipong
Jun-Wei LimJun-Wei Lim
Jun-Wei Lim
Anaerobic co-digestion (ACD), where two or more substrates are digested simultaneously, is able to prevent the problems associated with mono-digestion. The aim of this study is to develop a simulation model of ACD of food waste (FW) with sewage sludge (SS) for biogas production coupled with pre-treatment, sludge handling and biogas upgrading using SuperPro Designer v9.0. The Design Expert v13 is employed to perform optimization and evaluate the effect of hydraulic retention time (HRT), sludge recycle ratio, water to feed ratio (kg/kg) and SS to FW ratio (kg/kg) on the methane flow, chemical oxygen demand (COD) and volatile solids (VS). The results show that the methane yield of 0.29 L CH4/g COD removed, COD removal efficiency of 81.5% and VS removal efficiency of 69.2% are obtained with a HRT of 38.8 days, water to feed ratio (kg/kg) of 0.048, sludge recycle ratio of 0.438 and SS to FW ratio (kg/kg) of 0.044. Economic analysis has shown this study is feasible with a payback time of 6.2 years, net present value (NPV) of $5,283,000 and internal return rate (IRR) of 10.2%. This indicates that the ACD of FW and SS is economically feasible in a larger scale.

2 January 2023 in Chemical Engineering Research and Design
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Journal Article
Closed access
STSian Yik Tan
Sian Yik Tan
WCWoon Chan Chong
Woon Chan Chong
SSSumathi Sethupathi
Sumathi Sethupathi
YPYean Ling Pang
Yean Ling Pang
LSLan Ching Sim
Lan Ching Sim
EMEbrahim Mahmoudi
Ebrahim Mahmoudi

6 September 2021 in Polymers
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Journal Article
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Pang Yean LingPang Yean Ling
Pang Yean Ling
JTJia Hui Tan
Jia Hui Tan
Steven LimSteven Lim
Steven Lim
WCWoon Chan Chong
Woon Chan Chong
Chitosan is a second-most abundant biopolymer on earth after cellulose. Its unique properties have recently received particular attention from researchers to be used as a potential biosorbent for the removal of organic dyes. However, pure chitosan has some limitations that exhibit lower biosorption capacity, surface area and thermal stability than chitosan composites. The reinforcement materials used for the synthesis of chitosan composites were carbon-based materials, metal oxides and other biopolymers. This paper reviews the effects of several factors such as pH, biosorbent dosage, initial dye concentration, contact time and temperature when utilizing chitosan-based materials as biosorbent for removing of organic dyes from contaminated water. The behaviour of the biosorption process for various chitosan composites was compared and analysed through the kinetic models, isotherm models and thermodynamic parameters. The findings revealed that pseudo-second-order (PSO) and Langmuir isotherm models were best suited for describing most of the biosorption processes or organic dyes. This indicated that monolayer chemisorption of organic dyes occurred on the surface of chitosan composites. Most of the biosorption processes were endothermic, feasible and spontaneous at the low temperature range between 288 K and 320 K. Therefore, chitosan composites were proven to be a promising biosorbent for the removal of organic dyes.

1 February 2020 in Journal of Water Process Engineering
Verified
Journal Article
Closed access
KWKok Poh Wai
Kok Poh Wai
CKChai Hoon Koo
Chai Hoon Koo
Pang Yean LingPang Yean Ling
Pang Yean Ling
WCWoon Chan Chong
Woon Chan Chong
Woei Jye LauWoei Jye Lau
Woei Jye Lau