Huu Phu Nguyen

Dr. Huu Phu Nguyen

School of Civil Engineering, The University of Queensland
orcid

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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RTRobert Maxwell Tullberg
Robert Maxwell Tullberg
HNHuu Phu Nguyen
Huu Phu Nguyen
Chien Ming WangChien Ming Wang
Chien Ming Wang
This study provides an overview of both traditional nearshore seaweed farming infrastructure and more recent developments intended for large scale farming in more exposed coastal waters where nutrient supply may be a limiting factor. The success of multi-species integrated multi-trophic aquaculture (IMTA) methods predominantly in East Asia is a clear low cost path to scaling up seaweed cultivation in the broader world that provides for both synergistic sharing of nutrients and reduction in water eutrophication. A number of innovations intended to adapt farming methods to deeper or more exposed coastal waters and semi-automate cultivation steps promise to maintain the viability of farming in higher labour cost countries. Co-location of IMTA/finfish and seaweed farming with grid-connected offshore renewable energy (primarily offshore wind) shows the greatest synergistic benefits for marine space usage, decarbonisation, and nutrient management. Seaweed growth can be accelerated by cycling farm infrastructure between the near surface and nutrient richer depths or upwelling cooler nutrient rich water to sub-surface seaweed crops. Such systems would inevitably require significant increases in infrastructure complexity and costs, jeopardizing their economic viability. Combinations of seaweed and higher value aquaculture products may improve the viability of such novel systems.

1 May 2018 in Marine Structures
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Journal Article
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HNHuu Phu Nguyen
Huu Phu Nguyen
Jian DaiJian Dai
Jian Dai
Chien Ming WangChien Ming Wang
Chien Ming Wang
KAK.K. Ang
K.K. Ang
VLV.H. Luong
V.H. Luong

1 March 2019 in Applied Ocean Research
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Journal Article
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HNHuu Phu Nguyen
Huu Phu Nguyen
Chien Ming WangChien Ming Wang
Chien Ming Wang
FFF. Flocard
F. Flocard
DPD.M. Pedroso
D.M. Pedroso

1 September 2020 in Engineering Structures
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HNHuu Phu Nguyen
Huu Phu Nguyen
CWC.M. Wang
C.M. Wang

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HNHuu Phu Nguyen
Huu Phu Nguyen
JPJeong Cheol Park
Jeong Cheol Park
MHMengmeng Han
Mengmeng Han
Chien Ming WangChien Ming Wang
Chien Ming Wang
Nagi AbdussamieNagi Abdussamie
Nagi Abdussamie
DHDamon Howe
Damon Howe
Wave attenuation performance is the prime consideration when designing any floating breakwater. For a 2D hydrodynamic analysis of a floating breakwater, the wave attenuation performance is evaluated by the transmission coefficient, which is defined as the ratio between the transmitted wave height and the incident wave height. For a 3D breakwater, some researchers still adopted this evaluation approach with the transmitted wave height taken at a surface point, while others used the mean transmission coefficient within a surface area. This paper aims to first examine the rationality of these two evaluation approaches via verified numerical simulations of 3D heave-only floating breakwaters in regular and irregular waves. A new index—a representative transmission coefficient—is then presented for one to easily compare the wave attenuation performances of different 3D floating breakwater designs.

1 February 2020 in Ocean Engineering
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Journal Article
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HNHuu Phu Nguyen
Huu Phu Nguyen
CWC.M. Wang
C.M. Wang
VLV.H. Luong
V.H. Luong