Li Haixiang

Dr. Li Haixiang

orcid

Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

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

Representative Publications

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30 November 2024 in Chemical Engineering Journal
Verified
Journal Article
Closed access
LJLiangdi Jiang
Liangdi Jiang
RCRui Cao
Rui Cao
ZHZhouyang Huang
Zhouyang Huang
JJJie Jin
Jie Jin
ZDZiwen Du
Ziwen Du
LHLi Haixiang
Li Haixiang

19 December 2024 in Water
Verified
Journal Article
Open access
PDF file
ZSZongzhong Song
Zongzhong Song
YWYanwei Wang
Yanwei Wang
JWJingrui Wang
Jingrui Wang
Huan HuanHuan Huan
Huan Huan
LHLi Haixiang
Li Haixiang
Pump-and-treat (P&T) techniques are among the most commonly applied methods for groundwater contamination remediation. This study develops a groundwater flow model and a solute transport model using MODFLOW and RT3D to design and optimize P&T strategies for a polluted chemical park in northern China. Five scenarios were analyzed to evaluate the effects of well placement and pumping rates on remediation performance. Simulation results indicate that the existing number of extraction wells is inadequate to meet remediation targets. While increasing the pumping rate of individual wells accelerates remediation, it also increases the total extracted water volume. Similarly, higher extraction rates in heavily contaminated areas shorten remediation times but lead to greater water extraction. The findings demonstrate that numerical modeling can effectively optimize P&T designs, enabling the minimization of water extraction volumes while achieving remediation objectives within the required timeframe.

5 July 2024 in Journal of Environmental Management
Verified
Journal Article
Closed access
ZWZiang Wang
Ziang Wang
LHLi Haixiang
Li Haixiang
PWPingbo Wang
Pingbo Wang
JZJia Zhu
Jia Zhu
ZYZiyi Yang
Ziyi Yang
YLYanping Liu
Yanping Liu

14 June 2019 in Water
Verified
Journal Article
Open access
PDF file
LHLi Haixiang
Li Haixiang
XWXu-Sheng Wang
Xu-Sheng Wang
Unconfined aquifers beneath piedmont pluvial fans are widely distributed in front of mountains and proper for water supply with pumping wells. However, the catchment zone and capture zones of a pumping well in such an unconfined aquifer is not well known. We develop a preliminary simplified model where groundwater flows between a segmental inflow boundary and a discharge boundary of constant head. The catchment zone is delineated from numerical simulation via MODFLOW and MODPATH. Results are expressed with dimensionless variables and lumped parameters to show general behaviors. Sensitive analyses indicate that there are 4 types of the catchment zone according to different connections to the boundaries. The shape of the catchment zone is quantitatively analyzed with typical shape factors. Capture zones with respect to special travel times are identified from travel time distribution in the catchment zone. The modeling results can be applied in the design of water supply wells and delineation of protection zones at a site with similar hydrogeological conditions.