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Potential release of legacy nitrogen from soil surrounding onsite wastewater leaching pools

机译:现场废水浸出池周围土壤的潜在氮释放

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This study examined whether the accumulation of nitrogen (legacy nitrogen) within and surrounding leaching pools for onsite wastewater treatment may act as a source of nitrogen contamination to groundwater upon changes to the quantity and/or composition of the influent to the pool. In this study, one concrete leaching pool with neutral pH (A, pH 6.9) and one leaching pool after acid washing (B, pH 3.7) were selected to examine the quantity and composition of legacy nitrogen in the surrounding soil, as well as evaluate the potential release of this nitrogen under two environmentally relevant leaching scenarios: (i) the concrete leaching pool serves as the final discharge unit for aerobic treatment unit (ATU) effluent; (ii) extreme weather events (flash flood/heavy rains) act to increase the quantity and dilute the composition of flow to the pool. Core sample analysis showed that organic nitrogen accounts for the majority (97.3-99.7%) of the total nitrogen (TN) at site A (4.1 +/- 0.6 mg N/g soil) and site B (3.0 +/- 0.4 mg N/g soil); while ammonium was the major form of inorganic nitrogen present at the sites. The TN accumulated under the two leaching pools was equivalent to approximately 17-39 days of nitrogen loading to the system. pH had a significant impact on the mass of TN leached from the soil, while no significant difference in leached TN was observed for the two leaching scenarios. The amount of TN leached from the soil matrix was not affected by the flow rate (18.6 mL/d in scenario i vs. 547.2 mL/d in scenario ii) or flow pattern (intermittent dosing vs. continuous flow). The quantity of TN leached from soils in both scenario (i) and (ii) was low and accounted for 2.6-8.9% of the total nitrogen in the soil. (C) 2019 Elsevier Ltd. All rights reserved.
机译:这项研究检查了用于现场废水处理的浸出池内和周围的氮(遗留氮)的积累是否会随着池中入水量和/或成分的变化而成为地下水氮污染的源头。在这项研究中,选择了一个具有中性pH值的混凝土浸出池(A,pH 6.9)和经过酸洗后的一个浸出池(B,pH 3.7)来检查周围土壤中残留氮的数量和组成,并进行评估。在两种与环境有关的浸出方案中,该氮的潜在释放:(i)混凝土浸出池用作好氧处理单元(ATU)废水的最终排放单元; (ii)极端天气事件(山洪/大雨)增加了流量并稀释了流入游泳池的水的成分。核心样品分析表明,在地点A(4.1 +/- 0.6 mg N / g土壤)和地点B(3.0 +/- 0.4 mg N)的总氮(TN)中,有机氮占总氮(TN)的大部分(97.3-99.7%) / g土壤);铵是现场存在的无机氮的主要形式。在两个浸出池下累积的总氮大约等于向系统中加载氮的17-39天。 pH值对从土壤中淋溶出的TN的质量有显着影响,而在两种淋溶方案中,未观察到淋溶TN的显着差异。从土壤基质中浸出的总氮量不受流速(方案i中为18.6 mL / d,方案ii中为547.2 mL / d)或流速模式(间歇剂量与连续流速)的影响。在方案(i)和(ii)中,从土壤中淋失的总氮量都很低,占土壤总氮的2.6-8.9%。 (C)2019 Elsevier Ltd.保留所有权利。

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