Guoliang Yu

Prof. Guoliang Yu

orcid

Research Focus & Metrics

Academic Career Length

24Years (2003-Present)

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

Representative Publications

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9 September 2017 in Water Resources Research
Verified
Journal Article
Closed access
PDF file
MZMinxi Zhang
Minxi Zhang
GYGuoliang Yu
Guoliang Yu

1 December 2014 in International Journal of Sediment Research
Verified
Journal Article
Closed access
WYWen-Yu Yang
Wen-Yu Yang
GYGuoliang Yu
Guoliang Yu
STSoon Keat Tan
Soon Keat Tan
HWHua-Kun Wang
Hua-Kun Wang

1 March 2012 in Ocean Engineering
Verified
Journal Article
Closed access
DHDavood Hasanloo
Davood Hasanloo
HPHongli Pang
Hongli Pang
GYGuoliang Yu
Guoliang Yu

1 October 2014 in Journal of Fluids and Structures
Verified
Journal Article
Closed access
HWHuakun Wang
Huakun Wang
WYWenyu Yang
Wenyu Yang
KNKim Dan Nguyen
Kim Dan Nguyen
GYGuoliang Yu
Guoliang Yu

1 May 2005 in Journal of Waterway, Port, Coastal, and Ocean Engineering
Verified
Journal Article
Closed access
STSoon Keat Tan
Soon Keat Tan
GYGuoliang Yu
Guoliang Yu
SLSiow-Yong Lim
Siow-Yong Lim
Muk Chen OngMuk Chen Ong
Muk Chen Ong
The use of submerged vanes to divert sediment movements on seabed and open channel flows are common in many engineering projects. In the present study, experiments were conducted to investigate the characteristics of flow and sediment motion around a submerged vane in a large flume, 30 m long, 6 m wide, and 0.6 m high, paved with lightweight cylindrical plastic material with specific gravity of 1.05. The size of the uniform plastic material is 2.8 mm in diameter and 3.1 mm in height. The vane was made of 10 mm thick steel plate. The height of the vane above the mean bed ranged from one-eighth to one-third of the flow depth and its length is between 1 to 4 m . The alignment of the vane to the approach flow varied from 15° to 90°. The effectiveness of the submerged vane in sediment diversion depends on the vane alignment to the approach flow, and the height and length of the vane. The optimum skew angle to the approach flow for the purpose of sediment diversion is about 30°. The optimum vane height of two t...

1 August 2015 in Ocean Engineering
Verified
Journal Article
Closed access
MZMinxi Zhang
Minxi Zhang
XZXiwen Zhu
Xiwen Zhu
GYGuoliang Yu
Guoliang Yu
JYJianming Yan
Jianming Yan
XWXianben Wang
Xianben Wang
WWWeiming Wang
Weiming Wang