Zhongsen
Yan
a,
Zihan
Tang
b,
Yongyuan
Wang
a,
Yuling
Jiang
a,
Haiqing
Chang
c,
Juxiang
Jin
*a,
Yujia
Peng
a and
Fangshu
Qu
*b
aCollege of Civil Engineering, Fuzhou University, Fujian 350108, China. E-mail: xiang@fzu.edu.cn
bKey Laboratory for Water Quality and Conservation of the Pearl River Delta, Guangzhou University, Guangzhou 510006, PR China. E-mail: qufangshu@163.com
cMOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu 610207, China
First published on 10th July 2025
Correction for ‘In situ catalytic membrane technology for antifouling and sustainable landfill leachate management’ by Zhongsen Yan et al., Environ. Sci.: Water Res. Technol., 2025, 11, 1313–1324, https://doi.org/10.1039/D5EW00081E.
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Fig. 6 FTIR patterns change of (a) PVDF at the end of the third cycle and (b) M-PVDF membrane surface at the end of the fourth cycle. |
After re-plotting the spectrum using the complete dataset (with all decimal places retained), the resulting figure shows consistent resolution across the full range, including the region between 900 cm−1 and 3000 cm−1.
An independent expert has viewed the corrected figure and has concluded that it is consistent with the discussions and conclusions presented.
The Royal Society of Chemistry apologises for these errors and any consequent inconvenience to authors and readers.
This journal is © The Royal Society of Chemistry 2025 |