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Updated: Apr 15, 2026

Mesocosm-Scale Constructed Wetland Design for Wastewater Treatment
Published on: May 2, 2025
Design-support and performance estimation using HYDRUS/CW2D: a horizontal flow constructed wetland for polishing SBR
Tamás Gábor Pálfy1, Zoltán Gribovszki2, Günter Langergraber3
1Institute of Sanitary Engineering, University of Natural Resources and Life Sciences Vienna (BOKU University), Muthgasse 18, A-1190 Vienna, Austria E-mail: palfy.tamas@gmail.com; Institute of Geomatics and Civil Engineering, University of West Hungary Bajcsy-Zs. 4., H-9400 Sopron, Hungary.
A constructed wetland effectively polished wastewater effluent, meeting most quality standards. However, the simulation indicated challenges with ammonia nitrogen removal during peak periods, highlighting areas for design improvement.
Area of Science:
- Environmental Engineering
- Water Treatment Technologies
- Computational Modeling
Background:
- The Balf, Hungary wastewater treatment plant (4,000 PE, 700 m³/d) utilizes sequencing batch reactor technology with tertiary phosphorus precipitation.
- Effluent quality generally met thresholds but exhibited winter peaks exceeding limits, necessitating advanced polishing.
Purpose of the Study:
- To simulate the performance of a horizontal flow constructed wetland for polishing wastewater effluent.
- To provide design-supportive data on wetland suitability and validate the HYDRUS/CW2D computational tool.
Main Methods:
- Utilized the HYDRUS/CW2D model package to simulate constructed wetland performance.
- Evaluated effluent quality parameters including NH4-N, COD, BOD5, total nitrogen, total inorganic nitrogen, and total phosphorus.
Main Results:
- The simulated wetland design met most effluent thresholds (COD, BOD5, total N, total inorganic N, total P).
- The model indicated the proposed wetland layout could not effectively manage peak ammonia nitrogen (NH4-N) loads.
- The HYDRUS/CW2D tool could not simulate COD and BOD5 removal under anaerobic conditions due to limitations in modeling these processes.
Conclusions:
- The HYDRUS/CW2D model can identify design weaknesses in constructed wetland systems, facilitating effective system design.
- While the wetland shows promise, design modifications are needed to address ammonia nitrogen peaks.
- Complex modeling tools require careful application due to potential uncertainties and high work demands in design processes.
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