水处理用活性炭改性研究

研究了锆（Zr）和十六烷基三甲基氯化铵（CTAC）联合改性活性炭的制备，并考察Zr-CTAC改性活性炭对水中硝酸盐和磷酸盐的吸附作用及相关吸附机制，着重论述了锆（Zr）和十六烷基三甲基氯化铵联合改性活性炭（Zr-CTAC-AC）对水中硝酸盐和磷酸盐的吸附去除作用，结果表明Zr-CTAC-AC对水中硝酸盐和磷酸盐均具备较好的吸附去除能力。     

Nitrates leaching from agricultural land in Hamadan, western Iran

Nitrogen (N) is vital for plant and microbial growth and rather large amounts are required by most arable and horticulture plants. High nitrate (NO₃⁻) levels of water supplies have been attributed to leaching from the soil and into water systems. In the arid and semi-arid regions, irrigation water carries NO₃⁻ into groundwater. This study was conducted to investigate NO₃⁻ pollution of groundwater in Hamadan, western Iran. The water samples were mostly taken from domestic and community wells. In this area, the drinking water supply comes mainly from groundwater sources. Nitrate concentrations in the well samples varied from 3 to 252 with the average of 49 mg l⁻¹. Results showed that of 311 wells, 196 (63%) had levels less than 50 mg l⁻¹ and 115 (37%) had levels in excess of the 50 mg l⁻¹ NO₃⁻. Agriculture is the dominant land use in the area and application of N fertilizers clearly has an impact on groundwater. If agricultural losses remain stable, it could be expected that the concentration of NO₃⁻ in groundwater will reach or exceed the international recommendations for drinking water (50 mg l⁻¹) in the future. Irrigation with high NO₃⁻ groundwater can minimise the requirement for N fertilizers. To maintain yield increase and minimise NO₃⁻ pollution of the groundwater, best management practices, for N fertilizer use should be applied and excessive fertilizer application prevented.     

亚硝酸盐等因素对反硝化除磷的影响及对策

介绍了反硝化除磷工艺的原理以及运行过程中的影响因素,重点讨论了不同浓度的NO2-的存在对反硝化除磷的影响.同时,探讨了如何控制众多影响反硝化除磷的因素,从而使该工艺得以正常稳定地运行.     

测定NO~－_3的蔬菜鲜样保存条件

试验表明；组织未受损伤的新鲜蔬菜样品在２０～３０℃与４℃下可分别保存３天与７天其ＮＯ＿３含量基本不变；捣碎的样品在４℃可保存４～６ｈ；经１００℃烘煮后，又在４℃处理可保存一夜；样品干燥后在干燥器中存放２０天内含量不变，但受潮后极易变化。     

单扫描极谱法同时测定环境水样中微量硝酸根和亚硝酸根

在浓硫酸介质中 ,8-羟基喹啉与硝酸根的硝化产物在 p H9.0左右的 NH3-NH4Cl的缓冲溶液中 ,于 -0 .6 3V处产生灵敏的导数波 ,波高与硝酸根浓度在 0 .0 1～ 2 .5μg· m l- 1 范围呈线性关系 ,检测限为 0 .0 0 4μg· ml- 1 。测定相对标准偏差小于 2 .7% ,样品加标回收率为 96 .0 %～ 10 4.2 % ,亚硝酸根经 H2 O2 氧化处理亦可进行测定。本法可用于地表水、雨水中微量硝酸根、亚硝酸根的同时测定     

紫色土地区水文特征对硝态氮流失的影响研究

采用人工降雨模拟的方法,研究水文传输途径对紫色土中NO3--N流失的影响.研究结果表明,在所有雨强中均观察到壤中流的存在.在小雨强长历时的降雨中壤中流的径流量大于大雨强短历时降雨;随着雨强的增大,壤中流的径流系数下降.在紫色土地区,氮素的流失途径不仅包括地表径流而且包括壤中流,并且壤中流是NO3--N的主要水文传输途径.无论是否受到施肥措施的影响,壤中流中NO2--N浓度均高于地表径流.在对照小区,壤中流中NO3--N平均浓度是地表径流的7倍以上;施肥后壤中流NO3--N平均浓度为26.07mg·L-1,是地表径流的20倍以上.在对照小区,壤中流NO3--N的流失量占流失总量的30%以上;在施肥小区,壤中流NO3--N流失量占总流失量的90%以上.在紫色土地区,土壤特征和降雨特征决定了该地区壤中流形式的普遍存在,而NO3--N以壤中流流失的特点与当地施肥习惯的耦合效应增大了该地区的NO3--N流失风险.     

氮同位素方法在地下水氮污染源识别中的应用

地下水硝酸盐来源复杂多样.介绍了用15N/14N的方法(N同位素方法)分析辨明污染物来源.氮污染源不同,氮同位素值(δ15N值)也就不同.例如:雨水的δ15N值偏低,为-1.08%～0.21%;生活排水的δ15N值偏高,为1.0%～1.7%.污染源不同,受污染的地下水的δ15N值也不同,据此能有效地判断地下水硝酸盐的来源.     

Hydraulic constraints on the performance of a groundwater denitrification wall for nitrate removal from shallow groundwater

Denitrification walls are a practical approach for decreasing non-point source pollution of surface waters. They are constructed by digging a trench perpendicular to groundwater flow and mixing the aquifer material with organic matter, such as sawdust, which acts as a carbon source to stimulate denitrification. For efficient functioning, walls need to be permeable to groundwater flow. We examined the functioning of a denitrification wall constructed in an aquifer consisting of coarse sands. Wells were monitored for changes in nitrate concentration as groundwater passed through the wall and soil samples were taken to measure microbial parameters inside the wall. Nitrate concentrations upstream of the wall ranged from 21 to 39 g N m(-3), in the wall from 0 to 2 g N m(-3) and downstream from 19 to 44 g N m(-3). An initial groundwater flow investigation using a salt tracer dilution technique showed that the flow through the wall was less than 4% of the flow occurring in the aquifer. Natural gradient tracer tests using bromide and Rhodamine-WT confirmed groundwater bypass under the wall. Hydraulic conductivity of 0.48 m day(-1) was measured inside the wall, whereas the surrounding aquifer had a hydraulic conductivity of 65.4 m day(-1). This indicated that during construction of the wall, hydraulic conductivity of the aquifer had been greatly reduced, so that most of the groundwater flowed under rather than through the wall. Denitrification rates measured in the center of the wall ranged from 0.020 to 0.13 g N m(-3) day(-1), which did not account for the rates of nitrate removal (0.16-0.29 g N m(-3) day(-1)) calculated from monitoring of groundwater nitrate concentrations. This suggested that the rate of denitrification was greater at the upstream face of the wall than in its center where it was limited by low nitrate concentrations. While denitrification walls can be an inexpensive tool for removing nitrate from groundwater, they may not be suitable in aquifers with coarse textured subsoils where simple inexpensive construction techniques result in major decreases in hydraulic conductivity.     

Early responses of soil ammonium and nitrate nitrogen to forest gap harvesting of a Pinus massoniana plantation in the upper reaches of Yangtze River北大核心CSCD

To understand the short-term effects of forest gap by human harvesting on soil available nutrient in Pinus massoniana plantations, the variations of soil ammonium nitrogen (NH4+-N) and nitrate nitrogen (NO3-N) concentrations in the gap center and gap edge during growing season were observed in seven gaps of different size (Gl: 100 m2; G2:225 m2; G3:400 m2; G4:625 m2; G5:900 m2; G6:1225 m2; G7:1600 m2) and pure understory of a 39-year-old masson pine plantation in a hilly area of the upper reaches of Yangtze River. The results showed that in the early stage of gap formation, the gap size had significant effect on NH4+-N, the season changes on NP3--N, and the interaction effect of gap size and seasonal variation on NH4+-N and NO3--N. The difference of NH4+-N and NO3--N between the gap center and gap edge was not significant. (I) The NH4+-N content was 4.30-11.99 mg kg-1, and NO3--N content was 2.57-10.81 mg kg-1. There was no obvious difference in NH4+-N and N03--N among gaps of different size in early or late growing seasons, when both increased first and decreased afterwards in the middle of growing season. The gaps of 100∼400 m2 area had a higher content of available nitrogen. (2) The seasonal dynamic differed between NH4+-N and NO3--N, with the former lower in middle growing season whereas the latter higher in the middle growing season but lower in the end of growing season. The soil NH4+-N was higher than NO3- -N in the early and late periods, but lower in the middle period. (3) The soil NH4+-N and NO3--N in parts of gaps were lower than understory in the early and late growing season. (4) Correlation analyses showed that NH4+-N had significant positive correlation with microbial biomass nitrogen (MBN), and NO3--N with soil temperature, MBN and organic matter. But the impact of soil water content on available nitrogen was not significant. These results suggested that soil temperature and microbial activity variation caused by gap harvesting are the main factors affecting soil available nitrogen content of Pinus massoniana plantations.     

Electrochemical removal of nitrate using ZVI packed bed bipolar electrolytic cell

The present study investigates the performance of the zero valent iron (ZVI, Fe⁰) packed bed bipolar electrolytic cell for nitrate removal. The packing mixture consists of ZVI as electronically conducting material and silica sand as non-conducting material between main cathode and anode electrodes. In the continuous column experiments for the simulated groundwater (initial nitrate and electrical conductivity of about 30 mg L⁻¹ as N and 300 μS cm⁻¹, respectively), above 99% of nitrate was removed at the applied potential of 600 V with the main anode placed on the bottom of reactor. The influx nitrate was converted to ammonia (20% to maximum 60%) and nitrite (always less than 0.5 mg L⁻¹ as N in the effluent). The optimum packing ratio (v/v) of silica sand to ZVI was found to be 1:1-2:1. Magnetite was observed on the surface of the used ZVI as corrosion product. The reduction at the lower part of the reactor in acidic condition and adsorption at the upper part of the reactor in alkaline condition are the major mechanism of nitrate removal.