| Issue |
E3S Web Conf.
Volume 717, 2026
2026 8th International Conference on Environmental Prevention and Pollution Control Technologies (EPPCT 2026)
|
|
|---|---|---|
| Article Number | 01016 | |
| Number of page(s) | 6 | |
| Section | Water and Air Pollution Control | |
| DOI | https://doi.org/10.1051/e3sconf/202671701016 | |
| Published online | 05 June 2026 | |
Numerical Study on Hydraulic Performance of Composite Spacers Based on Structural Coupling for Spiral-Wound Membrane Elements
1 College of Environmental Science and Engineering, Ocean University of China, Qingdao, 266100, Shandong Province, China
2 Key Lab of Marine Environment and Ecology, Ministry of Education, Ocean University of China, Qingdao, 266100, Shandong Province, China
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Abstract
Constructing composite structures is an important approach to overcoming the performance bottlenecks of single-type spacers and improving the hydraulic performance of spiral-wound membranes. Based on investigations of column, helical, and perforated spacers, two composite configurations were designed in this study: column-perforated and helical-perforated spacers. Numerical simulations were conducted to analyze the flow field, shear stress, and pressure drop characteristics. The results show that column-perforated spacers eliminate dead zones through perforation-induced microjets, enhance flow uniformity and reduce pressure drop, realizing the synergistic optimization of mass transfer and energy consumption. Helical-perforated spacers improve shear uniformity while retaining the advantage of vortex induction, among which the HP-1 configuration shows the best matching performance and more stable flow. Both composite spacers exhibit excellent performance in dead zone mitigation, shear homogenization, and energy consumption control, providing support for the structural design of spiral-wound membrane elements.
© The Authors, published by EDP Sciences, 2026
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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