Juan Chen

Prof. Juan Chen


Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

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1 June 2020 in Energy Conversion and Management
Verified
Journal Article
Closed access
FZFeilin Zhu
Feilin Zhu
PZPing-An Zhong
Ping-An Zhong
PZPing-An Zhong
Ping-An Zhong
WLWeifeng Liu
Weifeng Liu
WWWenzhuo Wang
Wenzhuo Wang
JLJieyu Li
Jieyu Li

1 January 2019 in Environmental Modelling & Software
Verified
Journal Article
Closed access
Juan ChenJuan Chen
Juan Chen
PZPing-An Zhong
Ping-An Zhong
RARu An
Ru An
FZFeilin Zhu
Feilin Zhu
BXBin Xu
Bin Xu

1 November 2020 in Journal of Hydrology
Verified
Journal Article
Closed access
Juan ChenJuan Chen
Juan Chen
PZPing-An Zhong
Ping-An Zhong
WLWeifeng Liu
Weifeng Liu
XWXin-Yu Wan
Xin-Yu Wan
WYWilliam W.-G. Yeh
William W.-G. Yeh

6 March 2017 in Water Resources Research
Verified
Journal Article
Open access
PDF file
Juan ChenJuan Chen
Juan Chen
PZPing‐An Zhong
Ping‐An Zhong
YZYu Zhang
Yu Zhang
DNDavid Navar
David Navar
WYWilliam W.‐G. Yeh
William W.‐G. Yeh
Risk analysis plays an important role in decision making for real‐time flood control operation of complex flood control systems. A typical flood control system consists of reservoirs, river channels, and downstream control points. The system generally is characterized by nonlinearity and large scale. Additionally, the input variables are mostly stochastic. Because of the dimensionality problem, generally, it would not be possible to carry out risk analysis without decomposition. In this paper, we propose a decomposition‐integration approach whereby the original complex flood control system is decomposed into a number of independent subsystems. We conduct risk analysis for each subsystem and then integrate the results by means of combination theory of stochastic processes. We evaluate the propagation of uncertainties through the complex flood control system and calculate the risk of reservoir overtopping, as well as the risk of flooding at selected downstream control points. We apply the proposed methodology to a flood control system in the middle reaches of the Huaihe River basin in China. The results show that the proposed method is practical and provides a way to estimate the risks in real‐time flood control operation of a complex flood control system.

4 March 2018 in Water
Verified
Journal Article
Open access
PDF file
JFJisi Fu
Jisi Fu
PZPing-an Zhong
Ping-an Zhong
FZFeilin Zhu
Feilin Zhu
Juan ChenJuan Chen
Juan Chen
YWYe-Nan Wu
Ye-Nan Wu
PZPing-An Zhong
Ping-An Zhong
Transboundary river water resources allocation is important in water resources management. Conflicts often arise when different water users compete for a limited water supply. This study proposes a two-level asymmetric Nash–Harsanyi Leader–Follower game model to resolve conflicts of interest in transboundary river water resources allocation problems. In the proposed model, we use bankruptcy theory to derive disagreement points and determine the bargaining weights considering the principles of equity and efficiency. For comparison, a model that does not consider disagreement points and bargaining weights are also used to demonstrate the importance of disagreement points and bargaining weights. The proposed model is applied to a real case of the Huaihe River basin in China, which is facing water shortages. In the case study, the watershed management agency serves as the leader, three provinces (Henan, Anhui and Jiangsu) serve as followers, and successive linear programming is used to solve the model for followers. The results show that the proposed disagreement points can guarantee basic water demand, and the bargaining weights can better balance the economic development levels among followers.

1 August 2015 in Journal of Water Resources Planning and Management
Verified
Journal Article
Closed access
Juan ChenJuan Chen
Juan Chen
PZPing-An Zhong
Ping-An Zhong
PZPing-An Zhong
Ping-An Zhong
YZYun-Fa Zhao
Yun-Fa Zhao