Hui Ling Wong

Ms. Hui Ling Wong

Civil engineering, University of Queensland, Brisbane, Queensland, Australia
orcid

Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

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

Representative Publications

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22 September 2022 in Water
Verified
Journal Article
Open access
PDF file
HLHock Chow Lim
Hock Chow Lim
HWHui Ling Wong
Hui Ling Wong
Rahmah ElfithriRahmah Elfithri
Rahmah Elfithri
Fang Yenn TeoFang Yenn Teo
Fang Yenn Teo
To address water-related issues of river pollution, floods, droughts, and ecological water allocations, there is a need for an integrated river basin management (IRBM) plan for the successful management of all the river basins in the country. Stakeholder engagement is one of the important elements for the effective implementation of IRBM. In this study, a systematic bibliometric analysis has been successfully carried out to identify the trends, patterns, and research gaps in the establishment of stakeholder engagement frameworks in IRBM. Three renowned scientific databases were used to quantitatively assess the published literature on stakeholder engagement. The search contributed by providing a clear understanding and mechanisms for an effective stakeholder engagement, thus highlighting the research gap, whereby there is a lack of an effective stakeholder engagement framework for IRBM. Based on the analysis results, it was found that many pieces of literature have been written about the implementation of IRBM, including the importance of stakeholder engagement or participation. However, there is very limited study on how effective stakeholder engagement could be carried out to enhance water management at the river basin level. The findings also recorded that stakeholder engagement can serve as a form of social learning, and leadership plays a significant role in ensuring the effectiveness of stakeholder engagement in IRBM. From the review analysis, it was concluded that further research studies need to be carried out at the river basin level to formulate an effective stakeholder engagement framework for the sustainable management of water.

5 March 2023 in Environment, Development and Sustainability
Verified
Journal Article
Open access
PDF file
HWHui Ling Wong
Hui Ling Wong
FTFang Yenn Teo
Fang Yenn Teo
Algal bloom has been a persistent problem for both fresh and marine water, with no exception for a coastal reservoir (CR). Among the algal bloom mitigations for a CR, shape optimisation to reduce algal bloom occurrence has been frequently mentioned. However, there was no literature found on the actual shape optimisation study or process for CR. Thus, this research was done to bridge this gap, particularly for the second-generation CR. Hydrodynamic model of MIKE 21 has been used, with secondary data obtained from published papers and Google Earth. The secondary data of critical velocity corresponding to algal growth were only available for cyanobacteria, chlorella, filamentous algae and phytoplankton. Hence, only these algae species were considered in the algal mapping. All models were simulated for eight idealised cases of second-generation CR at the Yangtze Estuary. These different geometric shapes were analysed and compared, considering several factors including the average velocity in the reservoir, presence of stagnant water, percentage of occurrence for each algae species and so on. From the results, the reservoir model with the shape of “shorter piano key” ranked the highest among all the shapes in terms of proneness to algal bloom, based on the flow velocity within the reservoir. From the findings, further shape optimisation was done on second-generation CRs. From shape optimisation process, the optimised shape of the “little dinosaur” and “little pencil” showed excellent reduction in algal blooming. However, “little dinosaur” was preferred as its location for algal bloom is small and controllable due to the presence of “piano key” structure. Lastly, all the findings were applied to an existing CR at Qingcaosha to see if shape optimisation based on the analysis can reduce areas prone to algal blooming. The optimised model of Qingcaosha showed great reduction on area prone to algal blooming compared to its original shape but the addition of “piano key” structure did not have significant impact on the reduction of algal bloom occurrence since the shape of Qingcaosha is highly dependent on its natural topography. From the study, it was concluded that shape optimisation for topographic-dependent CR should be done on case-by-case basis, following the flow direction in the reservoir. As for second-generation CR without topographical constraints, the shape optimisation can be done by placing inlet perpendicular to the flow direction, minimising corners, implementing piano-key-like structure, optimising shape based on flow direction and refer “little dinosaur” or “little pencil” for the overall shape optimisation design.

31 January 2026 in Environmental Fluid Mechanics
Verified
Journal Article
Closed access
PDF file
HWHui Ling Wong
Hui Ling Wong
HCHubert Chanson
Hubert Chanson

15 July 2024 in River Research and Applications
Verified
Journal Article
Open access
JHJason Harley
Jason Harley
HWHui Ling Wong
Hui Ling Wong
HCHubert Chanson
Hubert Chanson
Attention has been placed on a variety of barriers that hinder fish passage in modern times. The most prevalent fish barriers were culverts which have negatively impacted waterway connectivity and fish habitats. For small‐bodied mass fish, high barrel velocities and turbulence have reduced fish swimming performance because of their weak swimming capabilities. In the present study, physical testing was conducted under controlled flow conditions to assess the extent and magnitude of turbulence characteristics, secondary flow and low‐velocity zones in a 0.5‐m‐wide box culvert barrel. Two cases were investigated; a reference case consisting of a smooth rectangular channel and a low‐cost design solution to improve upstream fish migration consisting of a single galvanized anchor chain fitted within a smooth rectangular channel. The single anchor chain was positioned towards one corner of the channel to induce asymmetric flow, reducing overall energy losses and enhancing the existing low‐velocity zone in the adjacent channel corner. The anchor chain induced a strong turbulent flow motion away from the anchor chain, characterized by higher Reynolds stress and turbulent kinetic energy, along with a distinct channel flow asymmetry. Conversely, the low‐velocity zone, between the anchor chain and the bottom channel corner, was significantly expanded with reduced longitudinal mean velocities and turbulent scales. Whilst the anchor chain link contributed to some complex localized wake flow, the anchor chain also influenced the distributions of normal turbulent stresses (v'z2 – v'y2), which in turn influenced the location of secondary flow cells. This secondary flow redirected low momentum fluid into the low‐velocity zones, setting the conditions for the favorable upstream passage of small‐bodied mass fish species.