通风速率对厌氧残余物沼渣堆肥的影响

以牛粪发酵残余物沼渣为原料,设置不同的通风速率进行堆肥,堆体的通风速率分别是0.2,0.5,0.8L/（min·kg OM）,分析堆肥20d过程中物理、化学和腐熟变化的特征,探讨不同通风速率对堆肥特性的影响.结果表明,通风速率为0.2,0.5L/（min·kg OM）的堆体维持高温阶段的时间为5d,而通风速率为0.8L/（min·kg OM）堆体维持高温阶段时间为4d;各堆体OM分解率分别是28.2%,32.9%,30.5%;通风速率对终产品pH值、电导率（EC）影响不大,pH值均能满足堆肥最优pH值,EC均未超过4mS/cm;通风速率为0.2L/（min·kg OM）的堆体终产品的NH₄⁺-N含量超过400mg/kg,各堆体终产品NO₃^--N的含量分别是2545,3146,2735mg/kg;各堆体终产品C/N分别是16.5,14.1,15.6;各堆体终产品GI值分别是92.2%,96.6%,82.7%.通风速率为0.5L/（min·kg OM）堆体E465/E665（E₄/E₆）最小,其腐殖化程度最高.综合分析,0.5L/（min·kg OM）是沼渣堆肥最为合适的通风速率.     

Influence of phenol on ammonia removal in an intermittent aeration bioreactor treating biologically pretreated coal gasification wastewater

A laboratory-scale intermittent aeration bioreactor was investigated to treat biologically pretreated coal gasification wastewater that was mainly composed of NH_3-N and phenol.The results showed that increasing phenol loading had an adverse effect on NH_3-N removal;the concentration in effluent at phenol loading of 40 mg phenol/(L·day) was 7.3 mg/L, 36.3%of that at 200 mg phenol/(L·day). The enzyme ammonia monooxygenase showed more sensitivity than hydroxylamine oxidoreductase to the inhibitory effect of phenol, with32.2% and 10.5% activity inhibition, respectively at 200 mg phenol/(L·day). Owing to intermittent aeration conditions, nitritation-type nitrification and simultaneous nitrification and denitrification(SND) were observed, giving a maximum SND efficiency of 30.5%.Additionally, ammonia oxidizing bacteria(AOB) and denitrifying bacteria were the main group identified by fluorescent in situ hybridization. However, their relative abundance represented opposite variations as phenol loading increased, ranging from 30.1% to 17.5%and 7.6% to 18.2% for AOB and denitrifying bacteria, respectively.     

Effects of aeration method and aeration rate on greenhouse gas emissions during composting of pig feces in pilot scale

The aim of this study was to uncover ways to mitigate greenhouse gas(GHG) emissions and reduce energy consumption during the composting process. We assessed the effects of different aeration rates(0, 0.18, 0.36, and 0.54 L/(kg dry matter(dm)·min)) and methods(continuous and intermittent) on GHG emissions. Pig feces and corn stalks were mixed at a ratio of 7:1. The composting process lasted for 10 weeks, and the compost was turned approximately every 2 weeks. Results showed that both aeration rate and method significantly affected GHG emissions. Higher aeration rates increased NH3 and N2O losses,but reduced CH4 emissions. The exception is that the CH4 emission of the passive aeration treatment was lower than that of the low aeration rate treatment. Without forced aeration,the CH4 diffusion rates in the center of the piles were very low and part of the CH4 was oxidized in the surface layer. Intermittent aeration reduced NH3 and CH4 losses, but significantly increased N2 O production during the maturing periods. Intermittent aeration increased the nitrification/denitrification alternation and thus enhanced the N2 O production. Forced aeration treatments had higher GHG emission rates than the passive aeration treatment. Forced aeration accelerated the maturing process, but could not improve the quality of the end product. Compared with continuous aeration, intermittent aeration could increase the O2 supply efficiency and reduced the total GHG emission by 17.8%, and this reduction increased to 47.4% when composting was ended after 36 days.     

不同曝气量和好氧时间下SPNDPR系统处理低C/N城市污水的脱氮除磷性能

以低C/N城市污水为处理对象,采用延时厌氧(180min)/好氧运行的SBR反应器,通过调控曝气量[单位体积的反应器在单位时间内通过的气体的体积,单位为L·(min·L)~(-1).由0. 125 L·(min·L)~(-1)逐渐降低至0. 025 L·(min·L)~(-1)]和好氧时间(由3 h逐渐延长至6 h),考察了SPNDPR系统的深度脱氮除磷性能.结果表明,当曝气量为0. 025 L·(min·L)~(-1)、好氧时间为6 h时,SPNDPR系统出水NH_4~+-N、NO_2~--N、NO_3~--N和PO_4~(3-)-P浓度分别为0、8. 62、0. 06和0. 03 mg·L~(-1);出水TN浓度约为9. 22 mg·L~(-1),TN去除率高达87. 08%.当曝气量分别由0. 125 L·(min·L)~(-1)降至0. 100 L·(min·L)~(-1)和由0. 100L·(min·L)~(-1)降至0. 075 L·(min·L)~(-1)时,系统硝化速率均能恢复并稳定维持在0. 16 mg·(L·min)~(-1)左右.但曝气量继续降至0. 050 L·(min·L)~(-1)和0. 025 L·(min·L)~(-1)后,硝化速率分别降至0. 09 mg·(L·min)~(-1)和0. 06 mg·(L·min)~(-1)左右.随着曝气量的降低[由0. 125 L·(min·L)~(-1)依次降至0. 100、0. 075、0. 050、0. 025 L·(min·L)~(-1)]和好氧时间的延长(由3 h延长至6h),SPND脱氮性能逐渐增强,SND率由19. 57%升高至72. 11%,TN去除率逐渐升高(由62. 82%升高至87. 08%).降低曝气量和延长好氧时间后的SPNDPR系统,强化了厌氧段内碳源贮存与好氧段好氧吸磷、反硝化除磷、短程硝化、内源反硝化等过程的进行,实现了低C/N城市污水的深度脱氮除磷.     

Effect of dissolved oxygen on nitrate removal using polycaprolactone as an organic carbon source and biofilm carrier in fixed-film denitrifying reactors

Nitrate-nitrogen(NO_3~--N) always accumulates in commercial recirculating aquaculture systems(RASs) with aerobic nitrification units. The ability to reduce NO_3~--N consistently and confidently could help RASs to become more sustainable. The rich dissolved oxygen(DO)content and sensitive organisms stocked in RASs increase the difficulty of denitrifying technology. A denitrifying process using biologically degradable polymers as an organic carbon source and biofilm carrier was proposed because of its space-efficient nature and strong ability to remove NO_3~--N from RASs. The effect of dissolved oxygen(DO) levels on heterotrophic denitrification in fixed-film reactors filled with polycaprolactone(PCL) was explored in the current experiment. DO conditions in the influent of the denitrifying reactors were set up as follows: the anoxic treatment group(Group A, average DO concentration of 0.28 ± 0.05 mg/L), the low-oxygen treatment DO group(Group B, average DO concentration of 2.50 ± 0.24 mg/L) and the aerated treatment group(Group C, average DO concentration of 5.63 ± 0.57 mg/L). Feeding with 200 mg/L of NO_3~--N, the NO_3~--N removal rates were 1.53, 1.60 and 1.42 kg/m3PCL/day in Groups A, B and C, respectively. No significant difference in NO_3~--N removal rates was observed among the three treatments. It was concluded that the inhibitory effects of DO concentrations lower than 6 mg/L on heterotrophic denitrification in the fixed-film reactors filled with PCL can be mitigated.     

Denitrification and biofilm growth in a pilot-scale biofilter packed with suspended carriers for biological nitrogen removal from secondary effluent

Tertiary denitrification is an effective method for nitrogen removal from wastewater. A pilot-scale biofilter packed with suspended carriers was operated for tertiary denitrification with ethanol as the organic carbon source. Long-term performance, biokinetics of denitrification and biofilm growth were evaluated under filtration velocities of 6, 10 and 14 m/hr. The pilot-scale biofilter removed nitrate from the secondary effluent effectively, and the nitrate nitrogen (NO₃-N) removal percentage was 82%, 78% and 55% at the filtration velocities of 6, 10 and 14 m/hr, respectively. At the filtration velocities of 6 and 10 m/hr, the nitrate removal loading rate increased with increasing influent nitrate loading rates, while at the filtration velocity of 14 m/hr, the removal loading rate and the influent loading rate were uncorrelated. During denitrification, the ratio of consumed chemical oxygen demand to removed NO₃-N was 3.99–4.52 mg/mg. Under the filtration velocities of 6, 10 and 14 m/hr, the maximum denitrification rate was 3.12, 4.86 and 4.42 g N/(m²·day), the half-saturation constant was 2.61, 1.05 and 1.17 mg/L, and the half-order coefficient was 0.22, 0.32 and 0.24 (mg/L)^1/2/min, respectively. The biofilm biomass increased with increasing filtration velocity and was 2845, 5124 and 7324 mg VSS/m² at filtration velocities of 6, 10 and 14 m/hr, respectively. The highest biofilm density was 44 mg/cm³ at the filtration velocity of 14 m/hr. Due to the low influent loading rate, biofilm biomass and thickness were lowest at the filtration velocity of 6 m/hr.     

Effect of drainage on CO2, CH4, and N2O fluxes from aquaculture ponds during winter in a subtropical estuary of China

Aquaculture ponds are dominant features of the landscape in the coastal zone of China.Generally,aquaculture ponds are drained during the non-culture period in winter.However,the effects of such drainage on the production and flux of greenhouse gases(GHGs)from aquaculture ponds are largely unknown.In the present study,field-based research was performed to compare the GHG fluxes between one drained pond(DP,with a water depth of 0.05 m)and one undrained pond(UDP,with a water depth of 1.16 m)during one winter in the Min River estuary of southeast China.Over the entire study period,the mean CO_2flux in the DP was(0.75±0.12)mmol/(m~2·hr),which was significantly higher than that in the UDP of(-0.49±0.09)mmol/(m~2·hr)(p0.01).This indicates that drainage drastically transforms aquaculture ponds from a net sink to a net source of CO_2in winter.Mean CH_4and N_2O emissions were significantly higher in the DP compared to those in the UDP(CH_4=(0.66±0.31)vs.(0.07±0.06)mmol/(m~2·hr)and N_2O=(19.54±2.08)vs.(0.01±0.04)μmol/(m~2·hr))(p0.01),suggesting that drainage would also significantly enhance CH_4and N_2O emissions.Changes in environmental variables(including sediment temperature,p H,salinity,redox status,and water depth)contributed significantly to the enhanced GHG emissions following pond drainage.Furthermore,analysis of the sustained-flux global warming and cooling potentials indicated that the combined global warming potentials of the GHG fluxes were significantly higher in the DP than in the UDP(p0.01),with values of739.18 and 26.46 mg CO_2-eq/(m~2·hr),respectively.Our findings suggested that drainage of aquaculture ponds can increase the emissions of potent GHGs from the coastal zone of China to the atmosphere during winter,further aggravating the problem of global warming.     

A nanofilter composed of carbon nanotube-silver composites for virus removal and antibacterial activity improvement

We have developed a new nanofilter using a carbon nanotube-silver composite material that is capable of efficiently removing waterborne viruses and bacteria.The nanofilter was subjected to plasma surface treatment to enhance its flow rate,which was improved by approximately 62%.Nanoscale pores were obtained by fabricating a carbon nanotube network and using nanoparticle fixation technology for the removal of viruses.The pore size of the nanofilter was approximately 38 nm and the measured flow rate ranged from 21.0 to 97.2 L/(min·m~2)under a pressure of 1–6 kgf/cm~2 when the amount of loaded carbon nanotube-silver composite was 1.0 mg/cm~2.The nanofilter was tested against Polio-,Noro-,and Coxsackie viruses using a sensitive real-time polymerase chain reaction assay to detect the presence of viral particles within the outflow.No trace of viruses was found to flow through the nanofilter with carbon nanotube-silver composite loaded above 0.8 mg/cm~2.Moreover,the surface of the filter has antibacterial properties to prevent bacterial clogging due to the presence of 20-nm silver nanoparticles,which were synthesized on the carbon nanotube surface.     

Turnover and loss of nitrogenous compounds during composting of food wastes

Few people have so far explored into the research of the dynamics of various nitrogenous compounds (including water-soluble nitrogen) in composting of food wastes. This study aimed to investigate the solid-phase nitrogen, water-soluble nitrogen, nitrogen loss together with ammonia volatilization in the process of food wastes composting. A laboratory scale static aerobic reactor in the experiment was employed in the composting process of a synthetic food waste, in which sawdust was used as the litter amendment. In the experiment, oxygen was supplied by continuous forced ventilation for 15 days. The results have shown that the concentrations of total nitrogen and organic nitrogen decrease significantly in the composting process, whereas NH₄ ⁺-N concentration increases together with little fluctuation in NO₃ ⁻-N. After composting, the total content of the water-soluble nitrogen compounds in the compost greatly increased, the total nitrogen loss amounted to 50% of the initial nitrogen, mainly attributed to ammonia volatilization. 56.7% of the total ammonia volatilization occurred in the middle and late composting of the thermophilic stage. This suggested that the control at the middle and late composting of thermophilic stage is the key to nitrogen loss in the food waste compost. __________ Translated from Environmental Science and Technology, 2006, 29(12): 54–56, IV–V [译自: 环境科学与技术]     

Inhibition factors and Kinetic model for ammonium inhibition on the anammox process of the SNAD biofilm

The aim of the present work was to evaluate the anaerobic ammonium oxidation (anammox) activity of simultaneous partial nitrification, anammox and denitrification (SNAD) biofilm with different substrate concentrations and pH values. Kaldnes rings taken from the SNAD biofilm reactor were incubated in batch tests to determine the anammox activity. Haldane model was applied to investigate the ammonium inhibition on anammox process. As for nitrite inhibition, the NH₄⁺-N removal rate of anammox process remained 87.4% of the maximum rate with the NO₂⁻-N concentration of 100 mg/L. Based on the results of Haldane model, no obvious difference in kinetic coefficients was observed under high or low free ammonia (FA) conditions, indicating that ammonium rather than FA was the true inhibitor for anammox process of SNAD biofilm. With the pH value of 7.0, the r_max, Ks and K_I of ammonium were 0.209 kg NO₂⁻-N/kg VSS/day, 9.5 mg/L and 422 mg/L, respectively. The suitable pH ranges for anammox process were 5.0 to 9.0. These results indicate that the SNAD biofilm performs excellent tolerance to adverse conditions.     

双氰胺对污泥堆肥过程中酶活性和细菌群落演变的影响

鉴于氮肥增效剂在农田中的保氮经验,研究其对堆肥中氮素的保持具有重要意义.因此,本研究以氮肥增效剂-双氰胺（Dicyandiamide, DCD）为添加剂,脱水污泥为堆肥原料,进行了20 d的堆肥试验,探讨DCD对堆肥过程中氮素转化和酶活性变化及其细菌群落演变的影响.结果表明,DCD的添加降低了堆肥高温期的温度,延长了高温期的持续天数;DCD组显著降低了高温期NH₄-N的含量和整个时期NO₃-N的含量.堆肥结束时,总氮含量与对照相比提高了14.8%.此外,DCD的添加抑制了高温期纤维素分解酶和蛋白酶的活性,抑制了整个过程的硝酸还原酶的活性,而且高温期时,DCD组中厚壁菌门和绿弯菌门的丰度显著低于对照.冗余分析表明,NH₄-N、pH和温度主要影响高温期时酶的活性,NO₃-N和总氮主要影响稳定期时酶的活性.综上所述,DCD通过降低高温期的微生物丰度和相关酶活性,减缓了高温期的氨化作用和后期的硝化作用,减少了氮素损失,是一种可行的污泥堆肥添加剂.     

High-solids anaerobic mono-digestion of riverbank grass under thermophilic conditions

The purpose of this study was to investigate the potential of high-solids anaerobic mono-digestion of riverbank grass under thermophilic conditions, focusing on the effects of the strength and the amount of inoculum. Ensiled grass was inoculated with three different inocula; inoculum from liquid anaerobic digester (LI), inoculum from dry anaerobic digester (DI), and mixture of LI and DI (MI), at feedstock-to-inoculum ratio (FIR) of 1, 2 and 4. The ensiling process of riverbank grass reduced moisture content (p > 0.05), while the hemicellulose content was significantly increased from 30.88% to 35.15% (p < 0.05), on dry matter basis. The highest methane production was at an FIR of 2 with MI (167 L/kg VS_added), which was significantly higher (p < 0.05) than with DI, but not significant compared to LI (p > 0.05). At an FIR of 4, digesters inoculated with LI and DI failed to produce methane, whereas 135 L_CH4/kg VS_added was obtained with MI. The kinetic studies showed that at an FIR of 1 with LI and MI, the inoculum had less of effects on the hydrolysis rate constant (0.269 day^− 1 and 0.245 day^− 1) and methane production (135 versus 149 L/kg VS_added); rather, it affected the lag phase. In a thermophilic HS-AD of riverbank grass, the mixture of inoculum with low and high total solids content (TS) helps increase the TS of inoculum and digestion process. An FIR of 2 was deducted to be the limit for a better startup time and higher volumetric productivity of methane.     

覆盖处理对猪粪秸秆堆肥中氮素转化和堆肥质量的影响

为了探讨覆盖措施对堆肥化中氮素转化与堆肥质量的影响,在自制的强制通风静态堆肥箱中,模拟研究了覆盖腐熟堆肥后,下层猪粪秸秆堆肥及覆盖层中氮素形态和其他腐熟度指标的变化.结果表明:覆盖处理降低了下层堆肥中的含水率、种子发芽指数(GI值)、升温期和高温期的pH值,增大了降温期后的堆肥电导率EC值,而对堆温影响不大.覆盖处理未改变堆制初期下层堆肥中氨气的释放总量,只延缓了氨气的释放时间,但明显增加了降温期后堆肥中硝态氮和有机氮的含量.在堆制期间,覆盖处理的下层堆肥中硝态氮、有机氮、总氮和总磷含量的增幅分别比对照高66.7％、33.8％、32.7％和138.6％;而有机碳降解率、铵态氮和腐殖质含量的降幅则分别比对照低1.1％、8.0％和3.7％.覆盖层中pH值、铵态氮和硝态氮含量的变化说明腐熟堆肥能够吸收下层堆肥释放的氨气并进行硝化作用;覆盖层的腐熟堆肥总体上进行了矿化作用,从而影响了下层堆肥的氮素转化过程及质量.     

Performance assessment and microbial diversity of two pilot scale multi-stage sub-surface flow constructed wetland systems

This study assessed the performance and diversity of microbial communities in multi-stage sub-surface flow constructed wetland systems(CWs). Our aim was to assess the impact of configuration on treatment performance and microbial diversity in the systems. Results indicate that at loading rates up to 100 g BOD5/(m2·day), similar treatment performances can be achieved using either a 3 or 4 stage configuration. In the case of phosphorus(P), the impact of configuration was less obvious and a minimum of 80% P removal can be expected for loadings up to 10 g P/(m2·day) based on the performance results obtained within the first16 months of operation. Microbial analysis showed an increased bacterial diversity in stage four compared to the first stage. These results indicate that the design and configuration of multi-stage constructed wetland systems may have an impact on the treatment performance and the composition of the microbial community in the systems, and such knowledge can be used to improve their design and performance.     

外接菌种对污泥堆肥效能及堆体细菌群落的影响

以污泥、锯末、蘑菇渣为堆肥原料,分阶段添加高温复合菌和白腐真菌,通过测定温度、pH、有机质、水溶性有机碳、含水率、总氮、NH_4~+-N、NO_3~--N和种子发芽率,比较了外接菌种对堆肥效能的影响.利用高通量测序技术,研究了污泥堆肥过程中细菌群落结构变化及外接菌种对细菌群落的影响.结果表明,外接菌种可以延长堆体高温持续时间,降低氮损失,加快堆体腐熟脱毒.在整个堆肥过程中,细菌群落结构发生了较大的演变,同一堆肥的不同阶段的细菌群落结构相似性较低,同一时期不同堆肥的细菌群落结构相似性较高.外接菌种提高了堆体中细菌群落的丰富度,增加了高温期优势菌的所占比例,但未改变优势菌的种类.典型对应分析(CCA)表明pH对细菌群落结构的影响最大,温度主要与9个菌属呈正相关关系.     

Differences in nitrite-oxidizing communities and kinetics in a brackish environment after enrichment at low and high nitrite concentrations

Nitrite accumulation in shrimp ponds can pose serious adverse effects to shrimp production and the environment.This study aims to develop an effective process for the enrichment of ready-to-use nitrite-oxidizing bacteria(NOB)inocula that would be appropriate for nitrite removal in brackish shrimp ponds.To achieve this objective,the effects of nitrite concentrations on NOB communities and nitrite oxidation kinetics in a brackish environment were investigated.Moving-bed biofilm sequencing batch reactors and continuous moving-bed biofilm reactors were used for the enrichment of NOB at various nitrite concentrations,using sediment from brackish shrimp ponds as seed inoculum.The results from NOB population analysis with quantitative polymerase chain reaction(q PCR)show that only Nitrospira were detected in the sediment from the shrimp ponds.After the enrichment,both Nitrospira and Nitrobacter coexisted in the reactors controlling effluent nitrite at 0.1 and 0.5 mg-NO_2~--N/L.On the other hand,in the reactors controlling effluent nitrite at 3,20,and 100 mg-NO_2~--N/L,Nitrobacter outcompeted Nitrospira in many orders of magnitude.The half saturation coefficients(Ks)for nitrite oxidation of the enrichments at low nitrite concentrations(0.1 and 0.5 mg-NO_2~--N/L)were in the range of 0.71–0.98 mg-NO_2~--N/L.In contrast,the Ksvalues of NOB enriched at high nitrite concentrations(3,20,and 100 mg-NO_2~--N/L)were much higher(8.36–12.20 mg-NO_2~--N/L).The results suggest that the selection of nitrite concentrations for the enrichment of NOB inocula can significantly influence NOB populations and kinetics,which could affect the effectiveness of their applications in brackish shrimp ponds.     

Oxygen tolerance capacity of upflow anaerobic solid-state (UASS) with anaerobic filter (AF) system

In order to investigate the oxygen tolerance capacity of upflow anaerobic solid-state(UASS)with anaerobic filter(AF) system, the effect of microaeration on thermophilic anaerobic digestion of maize straw was investigated under batch conditions and in the UASS with AF system. Aeration intensities of 0–431 m L O2/gvswere conducted as pretreatment under batch conditions. Aeration pretreatment obviously enhanced anaerobic digestion and an aeration intensity of 431 m L O2/gvsincreased the methane yield by 82.2%. Aeration intensities of 0–355 m L O2/gvswere conducted in the process liquor circulation of the UASS with AF system. Dissolved oxygen(DO) of UASS and AF reactors kept around 1.39 ±0.27 and 0.99 ± 0.38 mg/L, respectively. p H was relatively stable around 7.11 ± 0.04. Volatile fatty acids and soluble chemical oxygen demand concentration in UASS reactor were higher than those in AF reactor. Methane yield of the whole system was almost stable at 85 ± 7 m L/gvs as aeration intensity increased step by step. The UASS with AF system showed good oxygen tolerance capacity.     

Positively charged microporous ceramic membrane for the removal of Titan Yellow through electrostatic adsorption

To develop a depth filter based on the electrostatic adsorption principle, positively charged microporous ceramic membrane was prepared from a diatomaceous earth ceramic membrane.The internal surface of the highly porous ceramic membrane was coated with uniformly distributed electropositive nano-Y_2O_3 coating. The dye removal performance was evaluated through pressurized filtration tests using Titan Yellow aqueous solution. It showed that positively charged microporous ceramic membrane exhibited a flow rate of 421 L/(m~2·hr) under the trans-membrane pressure of 0.03 bar. Moreover it could effectively remove Titan Yellow with feed concentration of 10 mg/L between pH 3 to 8. The removal rate increased with the enhancement of the surface charge properties with a maximum rejection of 99.6%. This study provides a new and feasible method of removing organic dyes in wastewater. It is convinced that there will be a broad market for the application of charged ceramic membrane in the field of dye removal or recovery from industry wastewater.     

A hydroxyl radical detection system using gas expansion and fast gating laser-induced fluorescence techniques

An OH radical measurement instrument based on Fluorescence Assay by Gas Expansion(FAGE)has been developed in our laboratory.Ambient air is introduced into a low-pressure fluorescence cell through a pinhole aperture and irradiated by a dye laser at a high repetition rate of 8.5 k Hz.The OH radical is both excited and detected at 308 nm using A-X(0,0)band.To satisfy the high efficiency needs of fluorescence collection and detection,a 4-lens optical system and a self-designed gated photomultiplier(PMT)is used,and gating is actualized by switching the voltage applied on the PMT dynodes.A micro channel photomultiplier(MCP)is also prepared for fluorescence detection.Then the weak signal is accumulated by a photon counter in a specific timing.The OH radical excitation spectrum range in the wavelength of 307.82–308.2 nm is detected and the excited line for OH detection is determined to be Q_1(2)line.The calibration of the FAGE system is researched by using simultaneous photolysis of H_2O and O_2.The minimum detection limit of the instrument using gated PMT is determined to be 9.4×10~5molecules/cm~3,and the sensitivity is 9.5×10~(-7)cps/(OH·cm~(-3)),with a signal-to-noise ratio of 2 and an integration time of 60 sec,while OH detection limit and the detection sensitivity using MCP is calculated to be 1.6×10~5molecules/cm~3and 2.3×10~(-6)cps/(OH·cm~(-3)).The laboratory OH radical measurement is carried out and results show that the proposed system can be used for atmospheric OH radical measurement.     

高氨氮废水短程硝化过程中N2O释放试验研究

试验采用序批式反应器(SBR)处理高氨氮废水,逐步提高废水氨氮(NH+4-N)浓度到800 mg·L-1,通过控制曝气量实现了短程硝化.SBR周期试验表明,在低溶解氧和高游离氨等共同作用下,氨氧化菌(AOB)活性较低,导致AOB以亚硝酸盐氮(NO_2~--N)作为电子受体进行好氧反硝化,氧化亚氮(N_2O)释放因子为9.8%.静态试验控制初始NH_4~+-N为100 mg·L-1且改变曝气量(0.22~0.88 L·min~(-1))条件下,溶解氧浓度的增加能够提高硝化菌活性,N2O释放因子为0.51%~0.85%.当初始NH_4~+-N浓度为100 mg·L~(-1)且曝气量控制在0.66 L·min-1时,初始NO-2-N浓度为0~100 mg·L~(-1)对硝化菌活性影响较小,N2O释放因子为0.50%~0.71%.当溶解氧和游离氨浓度控制在适宜范围内,可维持AOB较高活性,抑制AOB发生好氧反硝化作用,降低N2O释放率.