填埋场原位好氧稳定化技术的应用现状及研究进展

综述了原位好氧稳定化技术的原理、系统构成、关键单元的设计和优化及终点评价,结合我国填埋场及垃圾特点,展望了该技术在我国的发展前景和挑战.均匀布气及配水是原位好氧稳定化项目实施过程中主要的难点.做好渗滤液导排保证堆体最优含水率、优化曝气及提气管道布局、分层整治并辅以高压局部曝气有望提高氧气利用率;采用分层回灌或者压力回灌以及控制回灌速率可分别改善液体回灌过程中的屏障效应和大孔隙出流效应,保障堆体布水均匀.好氧稳定化处理后垃圾腐殖土及场底土壤的风险评价体系及最终出路尚未明确,后期加强相关基础研究以指导工程应用是必要的.     

新冠期间河北省典型钢铁企业大气污染影响

基于国家气象局气象预报数据,建立了基于AERMOD的钢铁企业污染预报模型,模拟了新冠疫情管控期（2020年2~3月）及解封后期（2020年4~10月）河北省某钢铁企业对大气污染的影响,并结合空气质量实测数据进行模型验证.结果显示,不利风向条件下,该钢铁厂大气污染物排放对当地3个国控站点SO₂、NO_x和PM₁₀的平均浓度贡献占比,在疫情管控期分别为20.19%~33.81%,17.49%~23.46%和2.02%~2.69%,在解封后期分别为13.43%~21.01%,11.09%~20.92%和1.20%~2.22%.由于疫情管控期受其他人为源干扰较少,该钢铁厂SO₂、NO_x和PM₁₀的预报值和三个国控站点实际监测值的相关系数,在新冠疫情管控期（在单个站点中,最高分别为0.43、0.48和0.29）高于解封后期（最高分别为0.42、0.39和0.07）.     

海盐非均相反应对山东沿海大气O3浓度的影响

通过改进WRF-CMAQ模型中非均相反应模块,定量研究了2017年夏季和冬季海盐与含氮气体非均相反应对我国山东沿海地区大气O₃浓度的影响.模拟结果表明,考虑海盐气溶胶非均相反应后,山东沿海地区夏季O₃小时浓度增加了0.2×10^-9~6.6×10^-9（0.5%~15.5%）,冬季增加了0.8×10^-9~15.3×10^-9（1.7%~27.4%）,ClNO₂在夏季和冬季分别增加了100×10^-12~250×10^-12,300×10^-12~650×10^-12;夏季O₃浓度增加主要集中在山东东部,而冬季O₃的增加则覆盖了山东大部分地区,表明海盐非均相反应对冬季O₃的影响强度及范围均明显高于夏季.海盐非均相反应引起的O₃浓度增加主要发生在日间,特别是8：00~16：00.该反应对渤海及南黄海大气O₃浓度也有影响,且在这些海域生成的O₃可通过4条传输路径影响山东沿海地区,甚至可影响到济南、菏泽等山东中西部地区（距离山东东部海岸线~350km）;海洋大气中O₃的传输可造成山东东部沿海O₃浓度升高0.2×10^-9~15.3×10^-9,山东中西部O₃升高0.3×10^-9~6.2×10^-9.     

基于AHP-熵权法的水环境承载力模糊综合评价

针对水环境承载力评价存在的不确定性和模糊性问题,该研究采用层次分析法和熵权法进行组合赋权,利用模糊综合评价法对粤港澳大湾区9个城市的水环境承载力进行评价,并引入障碍度模型确定影响水环境承载力的主要障碍度因素.结果 表明:2013-2018年9个城市的水环境承载力总体呈上升趋势,但城市间的变化差异明显;9个城市水环境承载力的障碍指标差异明显,其中人均水资源量以20.7％的障碍度均值成为首要障碍度指标;通过障碍度频率分析可得9个城市的主要障碍度指标包括人均水资源量、生态用水率、万元GDP污(废)水排放量和第三产业比重,这4项指标的频率均为89％.将该方法应用于区域水环境承载力的评价,其结果可为区域水环境的管理和相关政策的制定提供依据.     

Fine particle-bound PAHs derivatives at mountain background site (Mount Tai) of the North China: Concentration, source diagnosis and health risk assessment

Ten nitrated polycyclic aromatic hydrocarbons (nPAHs) and 4 oxygenated polycyclic aromatic hydrocarbons (oPAHs) in fine particulate matter (PM_2.5) samples from Mount Tai were analyzed during summer (June to August), 2015. During the observation campaign, the mean concentration of total nPAHs and oPAHs was 31.62 pg/m³ and 0.15 ng/m³, respectively. Two of the monitored compounds, namely 9-nitro-anthracene (9N-ANT) (6.86 pg/m³) and 9-fluorenone (9FO) (0.05 ng/m³) were the predominant compounds of nPAHs and oPAHs, respectively. The potential source and long-range transportation of nPAHs and oPAHs were investigated by the positive matrix factorization (PMF) method and the potential source contribution function (PSCF) methods. The results revealed that biomass/coal burning, gasoline vehicle emission, diesel vehicle emission and secondary formation were the dominant sources of nPAHs and oPAHs, which were mainly from Henan province and Beijing-Tianjin-Hebei region and Bohai sea. The incremental life cancer risk (ILCR) values were calculated to evaluate the exposure risk of nPAHs and oPAHs for three group people (infant, children and adult), and the values of ILCR were 7.02 × 10^?10, 3.49 × 10^?9 and 1.41 × 10^?8 for infant, children and adults, respectively. All these values were lower than the standard of EPA (Environmental Protection Agency) (<10^?6), indicating acceptable health risk of nPAHs and oPAHs.     

Isolation and characterization of a strain with high microbial attachment in aerobic granular sludge

Aerobic granule is a special microbial aggregate associated with biofilm structure. The formation of aerobic granular sludge is primarily depending on its bacterial community and relevant microbiological properties. In this experiment, a strain with high microbial attachment was isolated from aerobic granular sludge, and the detailed characteristics were examined. Its high attachment ability could reach 2.34 (OD_600nm), while other low attachment values were only around 0.06-0.32, which indicated a big variation among the different bacteria. The strain exhibited a very special morphology with many fibric fingers under SEM observation. A distinctive behaviour was to form a spherical particle by themselves, which would be very beneficial for the formation and development of granular sludge. The EPS measurement showed that its PN content was higher than low attachment bacteria, and 3D-EEM confirmed that there were some different components. Based on the 16S rRNA analysis, it was identified to mostly belong to Stenotrophomonas. Its augmentation to particle sludge cultivation demonstrated that the strain could significantly promote the formation of aerobic granule. Conclusively, it was strongly suggested that it might be used as a good and potential model strain or chassis organism for the aerobic granular sludge formation and development.     

油田井口加热炉烟尘排放超标原因分析及治理方法

针对井口加热炉燃用套管气出现的烟尘排放超标问题,从燃烧方式及燃料组成方面分析发现,加热炉所采用的扩散式燃烧,火焰面燃料侧缺少氧气,燃料产生热分解生成炭黑颗粒;另外,套管气含有大量的重碳烷烃,其稳定性差、分解温度低,加剧了热分解反应。因此,控制套管气质量和改变燃烧方式是治理烟尘排放超标的基本途径。但是井口加装轻烃回收装置,分离出套管气中的重碳烷烃,成本高不可行。最终,基于预混燃烧理论,设计了双调风预混燃烧装置,现场实施结果表明,不仅烟尘排放降低了87.8%,而且NOx排放降低了58.6%、热效率提升了8.2%。实践证明,预混燃烧是治理井口加热炉烟尘排放超标的有效方法。     

“十四五”时期生态环境重大制度政策创新的思考

用最严格的制度、最严密的法治保护生态环境,需要加快构建以治理体系和治理能力现代化为保障的生态文明制度体系。要增加制度供给,需从四个方面加快制度创新:一是发挥市场机制,健全多元体系;二是强化行政管理,落实地方责任;三是发挥社会机制,引导社会参与;四是强化法制建设,筑牢创新基础。     

优化施肥模式对我国热带地区水稻-豇豆轮作系统N2O和CH4排放的影响

选择海南典型的水稻-豇豆轮作系统进行氧化亚氮(N_2O)和甲烷(CH_4)排放的原位监测,探究不同施肥模式下该系统土壤温室气体排放特征.试验设当地常规施肥对照(CON)、优化施肥量(OPT)、有机无机配施(ORG)、缓控肥替代优化(SCOPT)及不施氮对照(CK)共5个处理,采用静态箱-气相色谱法监测整个种植季土壤N_2O和CH_4排放,并估算增温潜势(GWP)和温室气体排放强度(GHGI).结果表明,各处理水稻季N_2O累积排放量为0. 19～1. 37 kg·hm~(-2),相较于CON处理,优化施肥处理N_2O减排50%～86%;豇豆季N_2O累积排放量为1. 29～3. 55 kg·hm~(-2),除ORG增加14%,其他处理减排16%～59%.各处理水稻季CH_4累积排放量为4. 67～14. 23 kg·hm~(-2),CK、OPT和ORG处理分别较CON增加116%、22%和102%,而SCOPT减少了29%;豇豆季CH_4累积排放量为0. 03～0. 26 kg·hm~(-2),期间出现CH_4吸收.比较两个作物季和休闲期对农田土壤直接排放的温室气体GWP的贡献率,豇豆季在CH_4排放极低的情况下,仍有44. 7%～54. 5%的占比;两种温室气体比较中,N_2O对GWP的贡献率为66. 7%～77. 2%. SCOPT处理的GWP和两季作物GHGI均显著低于CON处理.3个优化施肥处理中,SCOPT的增产减排效果最显著,为最优的施肥方案.     

三峡库区澎溪河与磨刀溪电导率等水质特征与水华的关系比较

三峡库区北岸最大一级支流自三峡大坝2003年蓄水以来,频繁暴发水华,而毗邻的一级支流磨刀溪却少有水华暴发.本文以澎溪河和磨刀溪作为研究对象,于2014年春季和夏季三峡库区水华高发期对两条河流同时采样,对比分析两条河流水体水质以及叶绿素a(Chl-a)含量的时空变化,探索澎溪河水华暴发机理.结果表明:澎溪河Chl-a含量较磨刀溪高,澎溪河春季Chl-a最大值为60.5μg·L~(-1),夏季Chl-a最大值仅7.8μg·L~(-1);磨刀溪Chl-a变化趋势与澎溪河相反,磨刀溪春季Chl-a含量为2.92μg·L~(-1),夏季Chl-a达到7.48μg·L~(-1).澎溪河与磨刀溪春季和夏季节水体温度分层,为温跃层+滞温层模式,而没有混合层;两条河流Chl-a含量均位于水深10 m温跃层.澎溪河春季总氮(TN)、总磷(TP)平均值为2.305 mg·L~(-1)和0.053 mg·L~(-1),夏季为1.673 mg·L~(-1)和0.097 mg·L~(-1);磨刀溪春季为1.875 mg·L~(-1)和0.075 mg·L~(-1),夏季为1.79 mg·L~(-1)和0.054 mg·L~(-1).TN、TP水平均超过了国际公认发生富营养化的阈值;水体氮磷含量与Chl-a浓度并无显著相关性,营养盐并不是藻类生物量的限制性因素.然而在水体电导率的规律方面,两条河却存在很大的差异;春季,磨刀溪上游上层水体(0~10 m)电导率只有下游和长江干流的75%,来自长江干流的回水可覆盖至磨刀溪中游(断面MD03),与Chl-a在此处密集保持一致;夏季电导率和回水区分布与春季相似.与磨刀溪不同,澎溪河春季上游电导率为下游和干流的150%,长江干流回水可到PX04与PX05之间,上游高电导率对应着高Chl-a含量;澎溪河电导率与藻类生长分布表现出显著正相关关系,水体中除N、P营养盐外的其它离子对澎溪河水华暴发起重要作用.