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Nitrogen removal from urban stormwater runoff by stepped bioretention systems

机译:通过阶梯式生物化系统从城市雨水径流中取出氮气

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Nitrogen excess is a key trigger for the eutrophication of water bodies. Stormwater is an important nitrogen source in urban environments and thus requires effective treatment, especially in mountainous cities due to their stronger runoff flushing. However, the design method of bioretention systems focusing on mountainous cities is still rare in China and nitrogen is often released due to the lack of denitrification environments. In this study, the stepped bioretention systems were designed based on the terrain characteristics in mountainous cities by two columns in the stair-stepping connection. From 2015-2016, 18 replicates of stepped bioretention systems, which included a 400 mm deep planting layer, a 200 mm deep transition layer and a 200 mm gravel layer planted with Radermachera hainanensis (Merr.), Juncus effusus (L.), Vetiveria zizanioides (L.), Ophiopogon japonicus (Linn. f.) and Medicago sativa (L.)., respectively, were tested under certain operational conditions (e.g., the simulated rainfall intensity was 3.5, 5.3 and 14 mm/h, respectively.). The stepped columns planted with Medicago sativa (L.). showed poor nitrogen removal (e.g., the RRTN (removal rate of TN) was from-29.8% to-123.0%), while those planted with Radermachera hainanensis (Merr.), Juncus effusus (L.), Ophiopogon japonicas (Linn. f.) or Vetiveria zizanio ides (L.) performed well without additional carbon sources (e.g., the RRTN was from 52.8% to 84.2%). Nitrogen would be released from the systems (e.g., the average RRTN was-178.0%) when peat soil was mixed in the planting layer at a ratio of 20%. After retrofitting the flow pattern within the stepped columns, U flow pattern was more advantageous for the improvement of nitrogen removal. In the 1st, 2nd, 4th, 5th, 10th and 11th systems, the average RRTN and RRNO3-N (removal rate of NO3-N) in the systems with U flow pattern were 1.2-7.0% and 5.0-5.8%, both higher than those with W flow pattern. Through leaching dynamics analysis, NH3-N-C (NH3-N Concentration) of all effluent samples was <0.5 mg/L, but the concentrations of TN and NO3 N were increased with the duration of rainfall events. Generally, RRTN was significantly correlated to TN-C (TN Concentration), NH3-N-C, NO3-N-C (NO3 N Concentration) and D (Depth of saturated zone), while RRNH3-N (Removal Rate of NH3-N) was associated with ID (Interval Days between rainfall events). Our results suggested that the stepped bioretention systems should be recommended in mountainous cities if nitrogen discharges posed a potential threat to the receiving environments. (C) 2017 Elsevier B.V. All rights reserved.
机译:氮过量是水体富营养化的关键触发。雨水是城市环境中重要的氮气来源,因此需要有效的待遇,特别是由于其强烈的径流冲洗而在山区。然而,专注于山区城市的生物化系统的设计方法在中国仍然罕见,由于缺乏反硝化环境,氮气通常被释放。在这项研究中,通过楼梯连接的两列在山区城市的地形特性基于山区城市的地形特征设计了阶梯式生物化系统。从2015-2016,18个阶梯生物化系统复制,其中包括400毫米深层种植层,200毫米深过渡层和用radermachera hainanensis(Merr.),juncus fefusus(L.),vetiveria种植了200毫米的砾石层Zizanioides(L.),Ophiopogon japonicus(Linn.f。)和Medicago sativa(L.)。分别在某些操作条件下进行测试(例如,模拟的降雨强度分别为3.5,5.3和14mm / h。 )。用Medicago Sativa(L.)种植的阶梯柱。显示出差的氮气去除(例如,RRTN(TN的去除率)为-29.8%至-123.0%),而含有Radermachera Hainanensis(Merr。),juncusfulusus(L.),Ophiopogon japonicas(Linn.f 。)或vetisia Zizanio Ides(L.)在没有额外的碳源的情况下进行良好(例如,RRTN为52.8%至84.2%)。当泥炭土壤在种植层中以20%的比例混合时,氮气将从系统中释放出来(例如,平均RRTN为-178.0%)。在改变阶梯柱内的流动模式之后,U流动模式对于改善氮去除更有利。在第1,第2,第4,第5,第10和第11系统中,具有U流动模式的系统中的平均RRTN和NO 3-N的RRNO3-N(NO 3-N的去除率)为1.2-7.0%和5.0-5.8%,均更高比那些有流动模式的人。通过浸出动力学分析,所有流出物样品的NH 3-N-C(NH3-N浓度)<0.5mg / L,但随着降雨事件的持续时间,TN和NO3 N的浓度增加。通常,RRTN与TN-C(TN浓度),NH 3 -NC,NO 3-NC(NO 3 N浓度)和D(饱和区的深度)显着相关,而RRNH3-N(NH 3-N的去除率)相关使用ID(降雨事件之间的间隔)。我们的结果表明,如果氮气排放给接收环境威胁威胁,应在山区城市中建议阶梯生物化系统。 (c)2017 Elsevier B.v.保留所有权利。

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