Yiyi Ma

Dr. Yiyi Ma


Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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1 April 2020 in Water Research
Verified
Journal Article
Closed access
QZQingzhou Zhang
Qingzhou Zhang
FZFeifei Zheng
Feifei Zheng
ZKZoran Kapelan
Zoran Kapelan
Dragan SavicDragan Savic
Dragan Savic
Guilin HeGuilin He
Guilin He
YMYiyi Ma
Yiyi Ma

19 September 2022 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
RLRuozhou Lin
Ruozhou Lin
FZFeifei Zheng
Feifei Zheng
YMYiyi Ma
Yiyi Ma
HDHF Duan
HF Duan
Chu ShipengChu Shipeng
Chu Shipeng
ZDZhengzhi Deng
Zhengzhi Deng

23 August 2023 in Water Resources Research
Verified
Journal Article
Closed access
FZFeifei Zheng
Feifei Zheng
HYHang Yin
Hang Yin
YMYiyi Ma
Yiyi Ma
HDHF Duan
HF Duan
HGHoshin Gupta
Hoshin Gupta
ZKZoran Kapelan
Zoran Kapelan

14 May 2024 in Frontiers in Physics
Verified
Journal Article
Open access
YMYiyi Ma
Yiyi Ma
LGLinjiang Guo
Linjiang Guo
YXYuanhao Xiao
Yuanhao Xiao
AJAnhua Ji
Anhua Ji
Bubble mass transfer is a common phenomenon in industrial applications. In this paper, bubble dynamics in both still and turbulent flow were introduced first, followed by the mass transfer properties of a single bubble and bubble swarms. Then, bubble mass transfer models for different scenarios were summarized, including three classical models, extended models, eddy diffusion and whirlpool theoretical models, and semi- or empirical correlations. Finally, existing methods for mass transfer intensification in industries were reviewed. Despite extensive researches, the mechanism for bubble mass transfer has not been fully understood. Models are commonly limited to some specific conditions and the accuracy is limited, especially for bubble swarms and bubble mass transfer in turbulent and non-Newtonian fluids. Also, the mass transfer intensification methods have their own limitations. Additional exploration of knowledge on bubble mass transfer models and further improvement in mass transfer intensification technologies are still required in the future.

1 December 2017 in Journal of Irrigation and Drainage Engineering
Verified
Journal Article
Closed access
YMYiyi Ma
Yiyi Ma
DZDavid Zhiwei Zhu
David Zhiwei Zhu
NRNallamuthu Rajaratnam
Nallamuthu Rajaratnam
BDBert van Duin
Bert van Duin
Energy dissipation is one of the main considerations in the design of drop manholes and is closely related to the flow regimes observed. Four flow regimes in a drop manhole are classified according to different flow conditions at the inlet and outlet: free overfall flow, orifice flow, pressurized outflow, and fully submerged manhole condition. Theoretical predictions of energy dissipation in drop manholes under different flow regimes compare well with previous experimental data. The drop height limitation for drop manholes is suggested to be 3 m in this study, as larger drop heights can cause the water flow to disintegrate into drops and result in excessive air entrainment. Designs of drop manholes based on different flow regimes are presented. A single drop manhole is also compared with a prior reported stacked drop manhole in terms of energy dissipation. It is found that a well-designed single drop manhole has a similar performance in energy dissipation compared with a stacked drop manhole.

8 February 2025 in Water Research
Verified
Journal Article
Closed access
YHYujing Huang
Yujing Huang
CLChang Liu
Chang Liu
YSYu Shao
Yu Shao
YMYiyi Ma
Yiyi Ma
SSShuang Song
Shuang Song
TZTuqiao Zhang
Tuqiao Zhang