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6.1 Nitrogen removal from wastewater of afertiliser and chemical manufacturer with the use of two different hybrid constructed wetland systems planted with Schoenoplectus validus

机译:6.1使用两种有效的Schoenoplectus validus混合人工湿地系统从化肥和化学生产商的废水中脱氮

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This study analyses the performance of a hybrid Free Water surface/Vertical Flow (FWS/VF) wetland in removing nitrogen from wastewater generated in a fertiliser and chemical manufacturer in Perth, Western Australia during a 14 month period. The constructed wetland currently in use at the fertiliser plant is 12,825 m~2 (135 × 95 m), planted with Schoenoplectus validus, has a vertical flow design and has been operated as FWS/VF conjugated system with a hydraulic load = 3.3 cm/d and a retention time of 18 days. Average load removal rates are: 26% for NH_4-N, 52% for NO_3-N and 32% for TN. Parallel to that, an experiment with wetland mesocosms was conducted, this experiment compared the efficiency of a FWS/VF wetland (simulation of the industry's wetland) and an alternative hybrid VF/Horizontal Flow (VF/HF) in removing nitrogen from the industry's wastewater. Systems were planted with Schoenoplectus validus. The performance in nitrogen removal for the FWS/VF mesocosm was superior to the actual wetland's performance. The best nitrogen removal rate was achieved by the VF/HF system, with the first VF stage alone removing 82.9% of ammonia in 2.88 days while the FWS/VF removed 78.2% of the ammonia in 10.8 days.
机译:这项研究分析了混合水自由表面/垂直流(FWS / VF)湿地在14个月内从西澳大利亚州珀斯的化肥和化学制造商产生的废水中去除氮的性能。化肥厂目前使用的人工湿地面积为12,825 m〜2(135×95 m),种植有有效的Schoenoplectus,具有垂直流设计,已作为FWS / VF共轭系统运行,液压负载= 3.3 cm / d,保留时间为18天。平均负荷去除率为:NH_4-N为26%,NO_3-N为52%,TN为32%。与此同时,进行了湿地中观实验,该实验比较了FWS / VF湿地(模拟工业湿地)和替代性混合VF /水平流(VF / HF)去除工业废水中氮的效率。 。系统种植有有效的Schoenoplectus。 FWS / VF介观膜的脱氮性能优于实际的湿地性能。 VF / HF系统实现了最佳的脱氮率,仅第一个VF阶段即可在2.88天之内去除82.9%的氨,而FWS / VF在10.8天中去除了78.2%的氨。

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