V_2O_5-WO_3/TiO_2催化剂在玻璃窑SCR脱硝中的应用

氨气选择性催化还原(SCR)脱硝技术已成熟应用于玻璃窑炉脱硝工艺。文章介绍了SCR脱硝工艺的核心V_2O_5-WO_3/TiO_2蜂窝催化剂应用方案的设计要素,并列举了典型工程实例的设计方案,进行催化剂性能分析。设计要素包括催化剂节距的选择、体积用量及元件长度的计算、催化剂层数、模块布置和最低喷氨温度等。通过催化剂性能分析,得出结论:脱硝效率与烟气流量及入口NO_x浓度成反比,而与NH_3/NO_x摩尔比成正比,NH_3/NO_x摩尔比的增高会加大氨逃逸;在一定温度范围内,烟气温度与脱硝效率及SO_2/SO_3转化率均成正比;烟气流量的增大和催化剂化学使用时间的延长,导致了催化剂压降的升高。     

烟气换热装置在SCR脱硝工艺中的开发应用

文章介绍了高温锅炉烟气再加热低温空气换热装置在选择性催化还原法(SCR)脱硝工艺中的开发应用,该装置能利用高温锅炉烟气将低温空气加热成250℃～320℃的热空气。在氨水作为脱硝还原剂的SCR脱硝工艺中,可将此热空气通入氨水蒸发器内,作为氨水蒸发为氨气的热源,蒸发后的氨气混合气于SCR脱硝反应器与锅炉烟气中的NO_x发生反应,从而达到脱除锅炉烟气中NO_x的目的。     

电厂SCR脱硝系统液氨改尿素性能分析

由于液氨和氨水在运输、使用和储存上都具有一定的危险性，故越来越多的电厂选用选择性催化还原（SCR）脱硝系统，并逐步采用尿素代替液氨作为还原剂。本文以广州恒运热电厂的8#、9#机组为例，分析了SCR脱硝系统中液氨改尿素后的脱硝性能，为尿素代替液氨作为SCR脱硝系统还原剂的工艺提供了数据支撑。     

SCR脱硝技术在天然气浮法玻璃窑炉上的应用

分析了天然气浮法玻璃窑炉烟气、飞灰的特性,通过合理布置浮法玻璃窑炉的烟气除尘、脱硝工艺,引进高效、先进的SCR脱硝技术,合理选用催化剂,达到《平板玻璃工业污染物排放标准》（GB26453-2011）环保要求。     

玻璃熔窑SCR烟气脱硝设计的影响因素分析

对影响玻璃熔窑SCR烟气脱硝设计的几个主要因素,如烟气条件（烟气量和NOx初始浓度）、还原剂、催化剂、SCR反应器布置方式及催化剂吹灰方式等进行了分析与讨论,指出在对玻璃熔窑进行SCR烟气脱硝设计时应根据燃料情况、烟气条件、生产工艺、环保法规及污染物减排要求等合理进行选择,以确保玻璃熔窑SCR烟气脱硝系统安全运行及工程投资、运行费用的经济合理性。     

垃圾发电厂脱硝新工艺概述

通过分析生活垃圾焚烧厂NO_x产生机理、烟气脱硝技术以及国内外垃圾焚烧发电厂脱硝现状,针对NO_x处理要求的提高,提出一种"SNCR+低温SCR"脱硝工艺,通过海安县生活垃圾发电厂的案例,详细分析了该工艺流程,应用结果表明该工艺具有高效性和节能性。     

集中供热锅炉烟气脱硝技术的开发与应用

通过锅炉结构的改进、SCR工艺装置的优化、快速跟踪负荷变化的还原剂制备及控制调节技术的开发和应用等系统性的工作,有效满足了集中供热锅炉房烟气脱硝工程的技术要求,成功开发了集中供热锅炉烟气脱硝技术。在实际工程应用中,确保了在不同负荷段下,锅炉至SCR装置入口段的温度满足脱硝要求,SCR工艺装置能够在不同负荷下连续稳定运行并很好地跟踪负荷的变化,确保氨逃逸率满足设计要求,保证锅炉的安全稳定运行。     

SCR法脱硝技术在燃煤锅炉中的应用研究

SCR用在燃煤锅炉中的NOx脱除效率可维持在70％90％，NOx出口浓度可降低至100mg／Nm^3左右，是一种高效的烟气脱硝技术。本文介绍了SCR法脱硝技术的原理和工艺，并探讨了其催化剂的性能、特点、生产现状和影响因素，以及还原剂的性能、特点、种类及选择方法。     

低温条件下烟气脱硫脱硝技术的研究与应用

摘 要:分析了我国工业锅炉、水泥玻璃窑炉、化工厂和酸洗设备面临的烟气脱硫脱硝难题,针对低温SCR催化剂开发情况和应用实例,介绍了我国低温SCR技术的发展;综述了活性焦法低温烟气脱硫脱硝工艺和湿法有机催化氧化烟气脱硫脱硝技术的工艺原理、流程和技术特点,并通过工程案例进行了运行经济评估。     

SCR脱硝尿素热解制氨热解风制备工艺

工业烟气SCR法脱硝被广泛应用于各种工业窑炉。氨是SCR脱硝工艺中普遍使用的还原剂,其制取的工艺主要有液氨制取、氨水制取、尿素制取等。安全性要求高的系统一般采用尿素制氨法。尿素热解制氨是应用较多的一种工艺,其热解风的制取也有多种方式。文章介绍了尿素热解制氨工艺中热解风的制取方式。     

高浓度氨氮废水好氧反硝化反应的基本条件

文章通过室内实验,对高浓度氨氮废水(垃圾渗滤液)间歇曝气,在只存在有机碳、无机氮的条件下进行好氧反硝化脱氮研究。实验结果表明:垃圾渗滤液中存在好氧反硝化土著微生物菌落;发生好氧反硝化的基本条件为在溶解氧充足的条件下间歇曝气;碳源不仅是厌氧反硝化所必须的,同样也是好氧反硝化的必要条件。     

同步硝化好氧反硝化生物脱氮机理分析及其研究进展

通过对比传统生物脱氮理论，提出同步硝化好氧反硝化技术优点，对好氧反硝化的机理进行了初步探讨，并从不同角度做了理论分析。同时阐述了同步硝化反硝化技术的控制因素及其研究进展。并对好氧反硝化的应用前景作了展望，提出了好氧反硝化今后的研究方向。     

Denitrification and availability of carbon and nitrogen in a well-drained pasture soil amended with particulate organic carbon

A well-drained soil in N-fertilized dairy pasture was amended with particulate organic carbon (POC), either sawdust or coarse woody mulch, and sampled every 4 wk for a year to test the hypothesis that the addition of POC would increase denitrification activity by increasing the number of microsites where denitrification occurred. Overall mean denitrifying enzyme activity (DEA), on a gravimetric basis, was 100% greater for the woody mulch treatment and 50% greater for the sawdust treatment compared with controls, indicating the denitrifying potential of the soil was enhanced. Despite differences in DEA, no difference in denitrification rate, as measured by the acetylene block technique, was detected among treatments, with an average annual N loss of ～22 kg N ha yr Soil water content overall was driving denitrification in this well-drained soil as regression of the natural log of volumetric soil water content (VWC) against denitrification rate was highly significant ( = 0.74, < 0.001). Addition of the amendments, however, had significant effects on the availability of both C and N. An additional 20 to 40 kg N ha was stored in POC-amended treatments as a result of increases in the microbial biomass. Basal respiration, as a measure of available C, was 400% greater than controls in the sawdust treatment and 250% greater than controls in the mulch. Net N mineralization, however, was significantly lower in the sawdust treatment, resulting in significantly lower nitrate N levels than in the control. We attribute the lack of measured response in denitrification rate to the high temporal variability in denitrification and suggest that diffusion of nitrate may ultimately have limited denitrification in the amended treatments. Our data indicate that manipulation of denitrification by addition of POC may be possible, particularly when nitrate levels are high, but quantifying differences in the rate of denitrification is difficult because of the temporal nature of the process (particularly the complex interaction of N availability and soil water content).     

Maximum rates of nitrate removal in a denitrification wall

Denitrification walls are constructed by mixing a carbon source such as sawdust into soils through which ground water passes. These systems can reduce nitrate inputs to receiving waters by enhancing denitrification. Maximum rates of nitrate removal by denitrification need to be determined for design purposes. To determine maximum rates of nitrate removal we added excess nitrate (50 mg N L(-1)) to a trench up-gradient of a denitrification wall during a 9-d trial. Bromide (100 g L(-1)) was also added as a conservative tracer. Movement of nitrate and bromide was measured from shallow wells and soil samples were removed for measurements of denitrification, carbon availability, nitrate, and other microbial parameters. Rates of nitrate removal, determined from the ratio of NO3-N to Br and ground water flow, averaged 1.4 g N m(-3) of wall d(-1) and were markedly greater than denitrification rates determined using the acetylene block technique (average: 0.11 g N m(-3) of wall d(-1)). These nitrate removal rates were generally lower than reported in other denitrification walls. Denitrification rates increased when nitrate was added to the laboratory incubations, indicating that despite large nitrate inputs in the field, denitrification remained limited by nitrate. This limitation was partially attributed to nitrate predominantly moving through zones of greater hydraulic conductivity or in the mobile fraction of the ground water and slow diffusion to the immobile fraction where denitrifiers were active.     

短程硝化反硝化生物脱氮的实现途径

短程硝化反硝化是近年来开发的一项新的生物脱氮技术,它具有节约曝气量、节省有机碳源和减少污泥产量等优点,实现短程硝化反硝化生物脱氮技术的关键就是将硝化控制在亚硝酸阶段,阻止亚硝酸盐的进一步氧化。简要介绍了短程硝化反硝化生物脱氮技术的原理和技术特点,通过对短程硝化反硝化影响因素的分析来介绍其实现途径,阐述了温度控制途径、溶解氧控制途径、pH值控制途径、投加抑制剂途径、泥龄控制途径以及纯种分离与固定化技术途径的控制机理及其局限性,并提出了今后的研究方向。     

In situ push-pull method to determine ground water denitrification in riparian zones

To quantify ground water denitrification in discrete locations of riparian aquifers, we modified and evaluated an in situ method based on conservative tracers and 15N-enriched nitrate. Ground water was "pushed" (i.e., injected) into a mini-piezometer and then "pulled" (i.e., extracted) from the same mini-piezometer after an incubation period. This push-pull method was applied in replicate mini-piezometers at two Rhode Island riparian sites, one fresh water and one brackish water. Conservative tracer pretests were conducted to determine incubation periods, ranging from 5 to 120 h, to optimize recovery of introduced plumes. For nitrate push-pull tests, we used two conservative tracers, sulfur hexafluoride and bromide, to provide insight into plume recovery. The two conservative tracers behaved similarly. The dosing solutions were amended with 15N-enriched nitrate that enabled us to quantify the mass of denitrification gases generated during the incubation period. The in situ push-pull method detected substantial denitrification rates at a site where we had previously observed high denitrification rates. At our brackish site, we found high rates of ground water denitrification in marsh locations and minimal denitrification in soils fringing the marsh. The push-pull method can provide useful insights into spatial and temporal patterns of denitrification in riparian zones. The method is robust and results are not seriously affected by dilution or degassing from ground water to soil air. In conjunction with measurements of ground water flow-paths, this method holds promise for evaluating the influence of site and management factors on the ground water nitrate removal capacity of riparian zones.     

In situ ground water denitrification in stratified, permeable soils underlying riparian wetlands

The ground water denitrification capacity of riparian zones in deep soils, where substantial ground water can flow through low-gradient stratified sediments, may affect watershed nitrogen export. We hypothesized that the vertical pattern of ground water denitrification in riparian hydric soils varies with geomorphic setting and follows expected subsurface carbon distribution (i.e., abrupt decline with depth in glacial outwash vs. negligible decline with depth in alluvium). We measured in situ ground water denitrification rates at three depths (65, 150, and 300 cm) within hydric soils at four riparian sites (two per setting) using a 15N-enriched nitrate "push-pull" method. No significant difference was found in the pattern and magnitude of denitrification when grouping sites by setting. At three sites there was no significant difference in denitrification among depths. Correlations of site characteristics with denitrification varied with depth. At 65 cm, ground water denitrification correlated with variables associated with the surface ecosystem (temperature, dissolved organic carbon). At deeper depths, rates were significantly higher closer to the stream where the subsoil often contains organically enriched deposits that indicate fluvial geomorphic processes. Mean rates ranged from 30 to 120 microg N kg(-1) d(-1) within 10 m versus <1 to 40 microg N kg(-1) d(-1) at >30 m from the stream. High denitrification rates observed in hydric soils, down to 3 m within 10 m of the stream in both alluvial and glacial outwash settings, argue for the importance of both settings in evaluating the significance of riparian wetlands in catchment-scale N dynamics.     

烟道气脱硫脱硝一体化技术进展＊

烟道气中SO2、NOx往往同时存在,但是实际中脱SO2、脱NOx两个过程相互影响,妨碍了两种污染物质的脱除。联合脱硫脱硝技术是烟气治理的发展方向。系统介绍了利用催化剂、类水滑石复合氧化物、活性炭、固体废物、电子束、脉冲电晕等脱硫脱硝的一体化技术,分析了其脱除过程及相关反应原理。比较探讨了各种方法的特点、应用情况,并对各类技术的应用前景进行了展望。     

Quantifying nitrogen process rates in a constructed wetland using natural abundance stable isotope signatures and stable isotope amendment experiments

This study describes the spatial variability in nitrogen (N) transformation within a constructed wetland (CW) treating domestic effluent. Nitrogen cycling within the CW was driven by settlement and mineralization of particulate organic nitrogen and uptake of NO3-. The concentration of NO3- was found to decrease, as the delta15N-NO3- signature increased, as water flowed through the CW, allowing denitrification rates to be estimated on the basis of the degree of fractionation of delta15N-NO3-. Estimates of denitrification hinged on the determination of a net isotope effect (eta), which was influenced byprocesses that enrich or deplete 15NO3- (e.g., nitrification), as well as the rate constants associated with the different processes involved in denitrification (i.e., diffusion and enzyme activity). The influence of nitrification on eta was quantified; however, it remained unclear how eta varied due to variability in denitrification rate constants. A series of stable isotope amendment experiments was used to further constrain the value of eta and calculate rates of denitrification, and nitrification, within the wetland. The maximum calculated rate of denitrification was 956 +/- 187 micromol N m(-2) h(-1), and the maximum rate of nitrification was 182 +/- 28.9 micromol N m(-2) h(-1). Uptake of NO3- was quantitatively more important than denitrification throughoutthe wetland. Rates of N cycling varied spatially within thewetland, with denitrification dominating in the downstream deoxygenated region of the wetland. Studies that use fractionation of N to derive rate estimates must exercise caution when interpreting the net isotope effect. We suggest a sampling procedure for future natural abundance studies that may help improve the accuracy of N cycling rate estimates.     

Influence of geomorphological variability in channel characteristics on sediment denitrification in agricultural streams

Within fluvial systems, the spatial variability of geomorphological characteristics of stream channels and associated streambed properties can affect many biogeochemical processes. In agricultural streams of the midwestern USA, it is not known how geomorphological variability affects sediment denitrification rates, a potentially important loss mechanism for N. Sediment denitrification was measured at channelized and meandering headwater reaches in east-central Illinois, a region dominated by intensive agriculture and high NO(3)-N stream export, between June 2003 and February 2005 using the chloramphenicol-amended acetylene inhibition procedure. Sediment denitrification rates were greatest in separation zones, ranging from 0.6 to 76.4 mg N m(-2) h(-1), compared with riffles, point bars, pools, and a run ranging from 0 to 36.5 mg N m(-2) h(-1). Differences in benthic organic matter (r = 0.70) and the percentage of fine-grained sediments (r = 0.93) in the streambeds controlled much of the spatial variations in sediment denitrification among the geomorphological features. Although two meandering study reaches removed 390 and 99% more NO(3)-N by sediment denitrification than adjacent channelized reaches, NO(3)-N loss rates from all reaches were between 0.1 and 15.7% d(-1), except in late summer. Regardless of geomorphological characteristics, streams in east-central Illinois were not able to process the high NO(3)-N loads, making sediment denitrification in this region a limited sink for N.