两种基因型菜心根系形态和生理特性差异对其吸收累积DEHP影响的初步研究

在前期筛选出油青60天菜心和特青60天菜心分别为PAEs高/低吸收累积基因型菜心的基础上,进行邻苯二甲酸二(2-乙基己基)酯(DEHP)不同污染水平的溶液培养试验,对比研究两种基因型菜心的根系形态和生理特性的差异,初步探讨其与菜心吸收累积DEHP的关系.结果表明,随着培养液中DEHP浓度的增加,在根系形态方面,两种基因型菜心根系生物量、总根长和根表面积均下降,油青60天菜心根直径变粗,而特青60天菜心根直径变细;在根系生理特性方面,油青60天菜心除了根系活力下降外,总吸收面积、活跃吸收面积、比表面积和根系脂肪含量均增加,而特青60天菜心除了根系活跃吸收面积增加外,其余指标均下降.因此,两种基因型菜心的根系形态和生理特性对DEHP胁迫响应存在差异.除根直径外,油青60天菜心根系形态和生理指标总体上均高于特青60天菜心,更有利于其根系对DEHP的捕获和吸收.     

EVALUATION OF ROSGEN'S STREAMBANK EROSION POTENTIAL ASSESSMENT IN NORTHEAST OKLAHOMA1

ABSTRACT: In this study three components of the Rosgen Level III Stream Reach Condition Assessment were tested for their ability to predict short-term erosion rates. Rosgen's bank erosion potential (BEP) ratings and near bank stress (NBS) estimates and the Pfankuch channel stability ratings were evaluated. Thirty-six banks with a range of BEP ratings and NBS estimates were selected on the 101 km Upper Illinois River in northeast Oklahoma. The Upper Illinois River is a meandering, gravel-dominated, riffle/pool channel. Cumulative erosion data measured with bank pins after four 2.0 to 2.5-year return period flows from September 1996 to July 1997 were used in the analyses. When integrated as indicated in Rosgen (1996), the BEP indices and NBS estimates were poor predictors of bank erosion. Individually, the grouped BEP ratings and Pfankuch ratings performed relatively well compared to grouped NBS estimates in predicting erosion; however, the variability of erosion was large within each rating group. Linear regression between erosion and BEP numerical indices and Pfankuch scores was significant (a = 0.05), but variability was high (illustrated by low r² values). Regression between erosion and NBS estimates was not significant.     

Resistance of Villages to Elevated-Road Traffic Noise

The purpose of this study is to evaluate the methods of reducing elevated-road traffic-noise levels in rural residential areas by controlling the relative locations and morphological parameters and to investigate the effect of noise barriers on noise attenuation along elevated roads and building facades in villages. This study selected six morphological parameters and used noise-mapping techniques to estimate the noise attenuation in 60 village sites. The results indicate that ‘quiet areas’ increase by approximately 10% for each additional 100 m increase in the distance between the elevated road and the village. The best strategy for noise reduction is keeping the elevated road 1,000 m away from the village and raising the road height to 20 m. The building façade conditions only affect the traffic noise level attenuation when the buildings are within 100 m of the elevated road. It was found that the cost-effective length of the road noise barrier is 600 m on both sides of the village parallel to the road. The results highlight the importance of using morphology to improve the traffic noise resistance of villages. The landscape shape indices of buildings and roads are the most important parameters that affect the traffic noise attenuation of elevated roads.     

表面喷丸对Aermet100钢耐蚀性影响

目的 探究表面喷丸处理对于Aermet100钢耐蚀性能的影响。方法 借助显微观察、电化学测量及XRD分析等手段,开展喷丸与未喷丸2类A100钢试件的中性盐雾试验。结果 腐蚀形貌上,两者腐蚀表面变化均为先出现红褐色物质,后出现红棕色与绿色絮状物,在出现变化的时间上相差约1个周期。随着腐蚀时间增长,XRD衍射峰发生右移,2类试件XRD结果均在144 h变化明显。中性盐雾试验电化学结果与海洋环境下电化学结果在溶液电阻、腐蚀产物电阻和腐蚀反应电阻上均有差异,自腐蚀电位略低,自腐蚀电流则低了2个数量级。结论 两者腐蚀现象规律一致,XRD衍射峰右移表明试件晶格参数变小。2类试件腐蚀速率呈现增加到减缓再到增加的趋势。喷丸能明显提高A100钢的耐蚀性。     

Performance and bioparticle growth of anaerobic baffled reactor (ABR) fed with low-strength domestic sewage

We investigated the performance of a 15.3 L capacity anaerobic baffled reactor (ABR) toward the treatment of low-strength domestic wastewater. The start-up period of the ABR was finished within approximately 130 days at a temperature below 25°C. The average COD_Cr in the effluent was 165 mg·L^-1, and the corresponding COD_Cr removal efficiency of the ABR was 52.3%. During the third stage (from day 130 to day 233) of ABR operation, the average COD_Cr in the effluent reached 71 mg·L^-1, which meets the secondary discharge requirement of the Integrated Wastewater Discharge Standard (GB 18918-2002, China). Moreover, partial microbial separation was observed along the five ABR compartments through scanning electron microscopic images. The geometric mean diameter of bioparticles in the five compartments increased from 0.050 mm to 0.111, 0.107, 0.104, 0.110, and 0.103 mm during the start-up stage. After operation for 179 days, the corresponding diameters further increased to 0.376, 0.225, 0.253, 0.239, and 0.288 mm, respectively. The fractal dimensions of the bioparticles indicated that these particles have smoother surfaces and more compact structures during ABR operation. Morphological analysis of the bioparticle sections demonstrated that the bioparticles have a pore volume of 30%–55%. The highest porosity was observed for the bioparticles in the second ABR compartment, whereas the lowest fractal dimension of bioparticle section was observed in the fifth compartment.     

云南宣威地区燃煤排放PM10的微观形貌和粒度特征

宣威地区肺癌发病率居全国首位,并且肺癌与室内燃煤关系密切. 为了解宣威地区室内燃煤排放PM₁₀的微观形貌和粒度特征,使用小流量Minivol采样器,分别于2011年1月、3月和12月对宣威地区6个代表性乡镇的18个农户及对照点——贵州六盘水幸福村2个农户室内、外的PM₁₀进行采样. 采用扫描电子显微镜分析样品的微观形貌,并对颗粒物粒度进行统计分析. 根据微观形貌特征将PM₁₀分为烟尘集合体(链状、蓬松状、密实状)、球形颗粒(燃煤飞灰和焦油球)、矿物颗粒(规则和不规则状)、生物颗粒及超细未知颗粒. 结果表明:宣威地区室内PM₁₀微观形貌差别较大;室、内外PM₁₀的粒度分布在0.1~0.4μm内的颗粒数量所占比例较大,而1μm以上颗粒体积所占比例较大;小粒径颗粒对颗粒物数量贡献较大,而少数大粒径颗粒对体积贡献较大;宣威地区和对照点室内的PM₁₀数量-粒度和体积-粒度分布相似,室外PM₁₀数量-粒度特征相似但体积-粒度分布有所差异. 宣威地区室内的烟尘集合体和球形颗粒分别占颗粒物总数的10.5%和23.6%,高于对照点 (分别为7.7%和11.3%).      

矿渣基改性剂对城市污泥重金属稳定化

以城市生活污泥为研究对象,采用矿渣基改性剂在不同投加量和养护时间条件下对其改性,并通过重金属的稳定效率及形态变化分析和评价污泥中Cr、Cu、Zn、Pb、As和Cd等重金属的固化效果.结果表明：随养护时间或投加量的增加,重金属稳定效率不断提升,在养护14 d后,改性剂的投加量为50%时达到最大,其中Cu最高为69.62%,Cr最低为48.68%,且皆在投加量为5%~20%时增长最快.通过对投加量、养护时间和稳定效率回归分析,发现Cu的拟合相关系数最高为0.97,改性剂的掺量与养护时间两个影响因素相互作用极强,对重金属稳定效率的增加均有显著的影响.此外,污泥改性后Pb和As以残渣态为主;Cu和Cr以可氧化态和残渣态为主;Zn和Cd以可还原态和可提取态的形式为主.随养护时间或投加量增加,各重金属的残渣态有7%~86%的增加,这表明矿渣基改性剂可有效固化污泥中重金属,使污泥等固体废物再利用.     

低温驯化对自养脱氮颗粒污泥功能活性与菌群结构的影响分析

低温驯化是提高部分亚硝化-厌氧氨氧化（PN/A）组合工艺低温脱氮效能和运行稳定性的有效方法.为探究低温驯化对污泥特性的具体影响,本文从温度敏感性、颗粒外观形态、胞外聚合物（EPS）组成和微生物群落结构等方面,对中高温培养（30℃）和低温驯化（15℃）PN/A颗粒污泥之间的差异性进行了分析.反应热力学的研究结果表明,驯化污泥（G_L）在低温区（10~20℃）的脱氮性能较中高温培养污泥（G_H）有了显著提高,总无机氮去除的表观反应活化能（E_a）降低了28.4%.与G_H相比,G_L的平均粒径减小了25.8%,EPS含量增长了16.6%,颗粒的沉降性能明显下降.由高通量测序结果可知,G_L具有更高的菌群多样性,同时,污泥中好氧氨氧化菌（Nitrosomonas）与厌氧氨氧化菌（Candidatus_Kuenenia）的丰度比值（0.04）远小于G_H的0.34.这意味着颗粒污泥在低温环境中对慢速生长自养菌仍具有较强的截留能力.上述发现为解析PN/A污泥在低温条件下的自适应机制,推动组合工艺的工程化应用提供了重要参考.     

不锈钢在西太平洋深海环境中腐蚀规律研究

目的 研究不锈钢在西太平洋海域深海环境中的腐蚀规律。方法 采用深海高效串型试验装置对304不锈钢和316L不锈钢在西太平洋深海环境中进行深海实海腐蚀试验,分析不锈钢的腐蚀形貌、腐蚀速率和点蚀深度规律等,研究2种不锈钢在500、800、1 200、2 000 m海深下的腐蚀规律。结果 304不锈钢与316L不锈钢腐蚀质量损失主要由缝隙腐蚀引起,316L不锈钢的腐蚀程度总体上低于304不锈钢,304不锈钢的腐蚀速率低于0.4 mm/a,316L不锈钢的腐蚀速率低于0.25 μm/a。深海环境中,304不锈钢的腐蚀产物主要是α-Fe2O3、γ-FeOOH、γ-Fe2O3,316L不锈钢的腐蚀产物主要是α-FeOOH、γ-FeOOH、γ-Fe2O3。结论304不锈钢和316L不锈钢在西太深海环境中使用过程中应避免缝隙的形成,降低其发生缝隙腐蚀和点蚀的概率。     

室温低氨氮基质单级自养脱氮颗粒污泥启动效能与污泥特性

室温低氨氮基质条件下单级自养脱氮工艺的启动和稳定运行是该工艺应用于市政污水处理的前提和基础.本研究在气升式反应器中接种久置的PN/A(partial nitritation and ANAMMOX)颗粒污泥,控制温度在(23±2)℃,pH在7. 7～8. 0,以氨氮浓度为70 mg·L~(-1)的人工无机配水为基质,考察单级部分亚硝化-厌氧氨氧化实现室温启动效能.通过逐级缩短HRT(1. 1 h→0. 9 h→0. 7 h→0. 5 h)提升氮负荷[1. 53 kg·(m~3·d)~(-1)→1. 87 kg·(m~3·d)~(-1)→2. 40 kg·(m~3·d)~(-1)→3. 36kg·(m~3·d)~(-1)],逐步恢复AOB、AMX菌活性以及微生物协同效能.经过95 d运行调控,反应器成功启动,NH_4~+-N和TN去除率达85%和69%.根据各阶段污泥性能,严格控制溶解氧,有效抑制NOB.污泥适应环境后,颗粒粒径随负荷提升逐渐增大,最终平均粒径达1. 30 mm.成熟的自养颗粒污泥轮廓光滑清晰,扫描电镜显示,颗粒污泥内部形成空腔,表面有孔隙,污泥形态以球菌为主,并有少量杆菌及短杆菌. EPS主要成分为蛋白质(81. 48%),泥水分离效果较好.