Organic matter and concentrated nitrogen removal by shortcut nitrification and denitrification from mature municipal landfill leachate

An UASB＋Anoxic/Oxic （A/O） system was introduced to treat a mature landfill leachate with low carbon-to-nitrogen ratio and high ammonia concentration. To make the best use of the biodegradable COD in the leaehate, the denitrifieation of NOx^--N in the reeireulation effluent from the elarifier was carried out in the UASB. The results showed that most biodegradable organic matters were removed by the denitrifieation in the UASB. The NH4^＋-N loading rate （ALR） of A/O reactor and operational temperature was 0.28- 0.60 kg NH4^＋-N/（m^3-d） and 17-29℃ during experimental period, respectively. The short-cut nitrification with nitrite accumulation efficiency of 90%-99% was stabilized during the whole experiment. The NH4^＋-N removal efficiency varied between 90% and 100%. When ALR was less than 0.45 kg NH4^＋-N/（m^3.d）, the NH4^＋-N removal efficiency was more than 98%. With the influent NH4^＋-N of 1200-1800 mg/L, the effluent NH4^＋-N was less than 15 mg/L. The shortcut nitrification and denitrifieation can save 40% carbon source, with a highly efficient denitrifieation taking place in the UASB. When the ratio of the feed COD to feed NH4^＋-N was only 2-3, the total inorganic nitrogen （TIN） removal efficiency attained 67%-80%. Besides, the sludge samples from A/O reactor were analyzed using FISH. The FISH analysis revealed that ammonia oxidation bacteria （AOB） accounted for 4% of the total eubaeterial population, whereas nitrite oxidation bacteria （NOB） accounted only for 0.2% of the total eubaeterial population.     

Effects of nitrate concentration in interstitial water on the bioremediation of simulated oil-polluted shorelines

Nutrient addition has been proved to be an effective strategy to enhance oil biodegradation in marine shorelines.To determine the optimal range of nutrient concentrations in the bioremediation of oil-polluted beaches,nitrate was added to the simulated shoreline models in the initial concentration of 1,5 and 10 mg/L.Whenever the NO3-N concentration declined to 70% of its original value, additional nutrients were supplemented to maintain a certain range.Results showed adding nutrients increased the oil biodegradation level,the counts of petroleum degrading bacteria(PDB)and heterotrophic bacteria (HB),and the promoted efficiency varied depending on the concentration of nitrate.Oil degradation level in 5 mg/L(NO_3-N)group reached as much as 84.3% accompanied with the consistently highest counts of PDB;while in 1 mg/L group oil removal efficiency was only 35.2%,and the numbers of PDB and HB were relatively low compared to the other groups supplemented with nutrients.Although counts of HB in the 10 mg/L group were remarkable,lower counts of PDB resulted in poorer oil removal efficiency (70.5%) compared to 5 mg/L group.Furthermore,it would need more NO_3-N(0.371 mg)to degrade 1 mg diesel oil in the 10 mg/L group than in the 5 mg/L group(0.197 mg).In conclusion, Nitrate concentration in 5 mg/L is superior to 1 and 10 mg/L in the enhancement of diesel oil biodegradation in simulated shorelines.     

Nitrogen cycling of atmosphere-plant-soil system in the typical Calamagrostis angustifolia wetland in the Sanjiang Plain, Northeast China

The nitrogen (N) distribution and cycling of atmosphere-plant-soil system in the typical meadow Calamagrostis angustifolia wetland (TMCW) and marsh meadow Calamagrostis angustifolia wetland (MMCW) in the Sanjiang plain were studied by a compartment model. The results showed that the N wet deposition amount was 0.757 gN/(m2·a), and total inorganic N (TIN) was the main body (0.640 gN/(m2·a)). The ammonia volatilization amounts of TMCW and MMCW soils in growing season were 0.635 and 0.687 gN/m2, and the denitrification gaseous lost amounts were 0.617 and 0.405 gN/m2, respectively. In plant subsystem, the N was mainly stored in root and litter. Soil organic N was the main N storage of the two plant-soil systems and the proportions of it were 93.98% and 92.16%, respectively. The calculation results of N turnovers among compartments of TMCW and MMCW showed that the uptake amounts of root were 23.02 and 28.18 gN/(m2·a) and the values of aboveground were 11.31 and 6.08 gN/(m2·a), the re-translocation amounts from aboveground to root were 5.96 and 2.70 gN/(m2·a), the translocation amounts from aboveground living body to litter were 5.35 and 3.38 gN/(m2·a), the translocation amounts from litter to soil were larger than 1.55 and 3.01 gN/(m2·a), the translocation amounts from root to soil were 14.90 and 13.17 gN/(m2·a), and the soil (0-15cm) N net mineralization amounts were 1.94 and 0.55 gN/(m2·a), respectively. The study of N balance indicated that the two plant-soil systems might be situated in the status of lacking N, and the status might induce the degradation of C. angustifolia wetland.     

气体脱硫胺液系统的清洁生产

分析了气体脱硫装置胺液系统污染物的主要来源和危害,通过采取清洁生产工艺、材质升级、在线净化复活、停工清扫塔器和新脱硫剂补充置换等措施,取得了较好的效果.     

氯碱企业生产过程中的重大危害分析及对策

分析了氯碱企业生产过程中的重大危害为中毒和火灾爆炸,提出了相应的对策.     

SBR反应器中全自养硝化颗粒污泥的特性研究

在SBR反应器中接种硝化污泥,研究了污泥颗粒化过程中某些性能的变化,包括沉降性能、胞外聚合物、氧利用速率等.结果表明,当SBR沉淀时间由39min缩短至10min时,污泥SVI由接种时的110mL/g降低至24～42mL/g.EPS(以VSS计)中蛋白质含量由接种时的163mg/g增长到250～270mg/g;而EPS中多糖变化不大,基本在20～30mg/g;硝化颗粒污泥中EPS的蛋白质/多糖的比例基本在9～13左右.反应器中污泥浓度(以VSS计)约2.5g/L,VSS/SS基本保持在85%～90%.在反应器运行初期,污泥中氨氧化菌的活性(SOUR-A)和亚硝酸氧化菌的活性(SOUR-N)不断升高,在第17d,SOUR-A和SOUR-N分别达到259mg/(g·h)和119mg/(g·h);为接种污泥的2.4和5.3倍.当硝化颗粒形成且粒径不断增大后,污泥的SOUR-A和SOUR-N开始降低.污泥中异养菌的活性(SOUR-H)和内源呼吸活性(SOUR-E)在颗粒化过程中都保持在10mg/(g·h).     

强化厌氧污泥体系同步脱硫反硝化特性研究

以硫化物为电子给体的自养反硝化厌氧体系是代替传统异养反硝化工艺处理低C/N比含氮废水的有效工艺,可以同时去除硫化物和硝酸盐.将脱氮硫杆菌菌悬液接种到厌氧污泥体系中,脱氮硫杆菌快速富集,采用5组进水比N/S比不同的反应瓶进行试验,运行15d后,测定不同时段的出水硫化物、硝酸盐、亚硝酸盐、硫酸盐浓度等指标,考察强化厌氧污泥体系去除硫化物和硝酸盐的特性,并对生化反应机制进行初步研究.结果表明,强化厌氧污泥体系运行3h后,进水中90%的硫化物被去除,硫化物的去除与进水N/S比无关,硫化物(以S计)去除速率高达20～24g·(m3·h)-1,是相关文献报道的10倍左右;运行6h后,进水中65%的硝氮被去除,硝氮的去除负荷随着进水N/S比的提高而增大,最高达到940g·(m3·h)-1,约为硫自养反硝化体系硝氮去除负荷的2倍,此时体系中亚硝氮积累,最高浓度达到93mg·L-1,进水N/S比低的条件下,6h后亚硝氮消失,进水N/S比较高时,21h后出水中未检测到亚硝氮.表明强化厌氧污泥体系停留6h后可以实现同时去除硫化物和硝酸盐,但硝酸盐首先转化为亚硝氮.与以往不同的是研究发现硫化物与生物硫粒产生多硫化合物的链式反应,是硫化物迅速转化的主要途径,此外,还原硝氮的电子给体并不来源于硫化物,可能主要来源于体系中产生的单质硫.     

利用紫外预处理加强氯苯的生物滴滤净化

试验采用主波长为185nm的低压汞灯为紫外光源、醚型聚氨酯海绵(PU-foam)为填料的紫外-生物滴滤塔联合装置净化氯苯废气.进气氯苯浓度为600mg·m-3、停留时间分别为92、69和46s时,联合装置的平均去除率分别达到99%、95%和80%;最大去除负荷达到59.6g·(m3·h)-1;联合装置和单独生物滴滤塔生物膜形成时间分别为20d和27d;联合装置的抗冲击能力较好,停留时间缩短至30s,联合装置去除效率可达75%以上,高于单独生物滴滤塔的去除效率(25%).对紫外-生物滴滤塔联合装置机制初步探讨表明,紫外氧化氯苯形成了水溶性较好的可生物降解的物质,降低生物滴滤塔氯苯的处理负荷,同时紫外辐照过程中产生的O3能有效地控制生物滴滤塔内微生物的过量生长,从而维持整个装置的最佳运行状态.     

中草药种植区土壤及草药中重金属含量状况及评价

通过野外调查和室内分析相结合的方法,研究了河北省安国市中草药种植区土壤重金属As、Hg、Pb、Cd的含量、空间分布特征及草药中重金属含量状况,以及不同中草药对土壤重金属的累积特征,并对种植区土壤和草药重金属污染程度进行了评价.结果表明,种植区土壤重金属As、Hg、Pb、Cd含量均值分别为12.9、 0.036、 15.6、 0.118 mg·kg-1,均低于相应<土壤环境质量标准>二级标准值;以土壤背景值为标准评价,单项污染指数评价结果显示,16个中药种植区中土壤 As、Hg、Pb、Cd达轻度污染的比例分别为18.75%、43.75%、0%、100%,且6.25%的种植区土壤Hg污染达到中度水平.综合污染指数评价结果表明,12.5%种植区土壤重金属污染等级为警戒级,其余各地区均处于轻度污染水平;而以<土壤环境质量标准>二级标准值评价,各种植区单项污染指数及综合污染指数结果均<0.7,土壤环境清洁;绝大多数(>95%)种植区草药样品污染指数<1,不同中草药对土壤重金属的累积能力存在明显差异:紫菀、知母对Cd的富集系数及白芷、北沙参对Hg富集系数均>1.因此,在中药GAP(优良农业生产)基地土壤质量评价过程中,应重视中草药自身特性对重金属吸收和累积的影响.     

巢湖周围池塘氮、磷和有机质研究

巢湖周围池塘众多,根据池塘位置和地表径流补给差异,池塘可以分为村庄内池塘、毗邻村庄池塘和农田区域池塘(远离村庄的池塘).本研究采集了巢湖周围136口池塘上覆水和沉积物样品,调查巢湖周围池塘中氮、磷以及有机质污染现状.结果表明,池塘上覆水中总氮、氨氮、硝态氮、亚硝态氮、总磷、溶解态磷和COD平均含量分别为2.53、0.65、0.18、0.02、0.97、0.38和51.58mg·L-1;池塘沉积物中总氮、氨氮、硝态氮、亚硝态氮、总磷、无机磷、有机磷和烧失量平均含量分别为1575.36、35.73、13.30、2.88、933.19、490.14、414.75mg·kg-1和5.44%;90%以上的池塘总氮、总磷含量达到或超过富营养化水平.位于村庄内的池塘上覆水和沉积物中总氮和氨氮的含量显著高于位于农田区域的池塘.上覆水和沉积物中无机氮表现为:氨氮硝态氮亚硝态氮.池塘上覆水和沉积物中有机质与总氮、总磷之间存在显著的正相关性.池塘中氮、磷和有机物质主要为陆源性输入,池塘位置和径流补给方式明显影响其中的氮、磷和有机质含量.通过截留径流中的氮、磷和有机质,池塘能够有效减少进入巢湖的营养盐含量.