Author
Listed:
- Yong Wang
(School of Civil Engineering and Architecture, Yan’an University, Shengdi Road, No.580, Yan’an 716000, China)
- Xin Jin
(School of Human Settlements and Civil Engineering, Xi’an Jiaotong University, No.28, Xi’an 710049, China)
- Weijie Zhang
(Shaanxi Municipal Architecture Design Institute Co., Ltd., Xi’an 710021, China)
- Zhixiao Zhao
(Shaanxi Modern Architectural Design & Research Institute Co., Ltd., Xi’an 710021, China)
- Yidan Guo
(King’s Business School, King’s College London, London WC2B 4BG, UK)
Abstract
Improving the effluent quality of municipal wastewater treatment plants (WWTPs) is essential for sustainable water management and water quality protection in the Yellow River Basin. Many existing WWTPs in northern China were constructed under earlier discharge requirements and now face dual challenges of stricter effluent standards and poor low-temperature performance in winter. In this study, a municipal WWTP with a design capacity of 5 × 10 4 m 3 /d in northern China was upgraded to improve winter treatment performance and support stable compliance with the discharge requirements of the Yellow River Basin. The original anaerobic + oxidation ditch process suffered from unstable effluent quality, excessive sludge loading, and insufficient pollutant removal under low-temperature conditions. A land-saving retrofit strategy was therefore proposed, involving oxidation ditch wall-height raising to extend the hydraulic retention time (HRT) and membrane bioreactor (MBR) integration to increase the mixed liquor suspended solids (MLSS) concentration. After the retrofit, the total HRT increased to 19.82 h, and the average MLSS concentration reached 7050 mg/L. The relative abundances of key nitrogen-removing bacteria, including Nitrospiraceae , Nitrosomonadaceae , and Rhodocyclaceae , increased markedly. Meanwhile, denitrification sludge loading and BOD 5 sludge loading decreased to 0.030 and 0.033 kg/(kg·d), respectively. Under low-temperature conditions, the theoretical removal capacities of total nitrogen (TN) and BOD 5 reached 44.32 and 286.19 mg/L, respectively, enabling stable effluent compliance. The results show that this retrofit strategy can improve WWTP effluent quality while avoiding large-scale land expansion, providing a practical and sustainable solution for upgrading cold-region WWTPs along the Yellow River Basin.
Suggested Citation
Yong Wang & Xin Jin & Weijie Zhang & Zhixiao Zhao & Yidan Guo, 2026.
"Sustainable Upgrading of a Cold-Region Wastewater Treatment Plant for Improved Effluent Quality in the Yellow River Basin: Design and Operational Evaluation,"
Sustainability, MDPI, vol. 18(9), pages 1-15, April.
Handle:
RePEc:gam:jsusta:v:18:y:2026:i:9:p:4360-:d:1930805
Download full text from publisher
Corrections
All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:18:y:2026:i:9:p:4360-:d:1930805. See general information about how to correct material in RePEc.
If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.
We have no bibliographic references for this item. You can help adding them by using this form .
If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.
For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager The email address of this maintainer does not seem to be valid anymore. Please ask MDPI Indexing Manager to update the entry or send us the correct address
(email available below). General contact details of provider: https://www.mdpi.com .
Please note that corrections may take a couple of weeks to filter through
the various RePEc services.