水分条件对灰化苔草根茎萌发及幼苗生长的影响

以灰化苔草(Carex cinerascens)根状茎为试验材料,采用室内盆栽培养方式,测定不同土壤水分条件下灰化苔草根状茎萌发、幼苗生长形态和生理参数。试验设置8个土壤体积含水量梯度:C1(2%,重度干旱)、C2(10%)、C3(15%)、C4(20%)、C5(25%)、C6(30%)、C7(40%,水分饱和)和C8(51%,淹水水深为2 cm)。结果表明:(1)在重度干旱和淹水条件下灰化苔草根状茎萌发率较低;轻度干旱(C2处理)条件下萌发率虽达100%,但C2处理幼苗平均株高仅为最大值(C6处理)的2/3。灰化苔草幼苗平均株高、地上生物量均呈随土壤含水量增加而先增大后减小的趋势,幼苗株高与地上生物量之间存在指数函数关系;(2)灰化苔草叶长、叶宽、叶片数和叶面积总体也呈先增大后减小趋势;灰化苔草幼苗通过个体变小、叶片数和叶面积减少、生长速率减缓等调节自身组织结构特点以利用有限的水分维持生命活动。(3)灰化苔草幼苗叶片叶绿素(Chl a、Chl b)含量、相对叶绿素含量(SPAD)、类胡萝卜素(Car)含量具有相同的变化规律,即随土壤含水量的增加而呈先增大后减小的变化趋势;叶绿素a/b比值随土壤含水量的增加而呈先减小后增大趋势;各处理间灰化苔草叶片含水量、Car/Chl比值无明显差异;灰化苔草幼苗叶片在水分缺乏或过多时通过使Chl a/b比值升高、Car/Chl比值保持稳定、合理分配Chl a和Chl b来确保植物能正常地进行光合作用;(4)利用高斯模型定量分析得出灰化苔草根状茎萌发及幼苗生长的水分生态幅在4.15%~51.35%范围内,最适含水量在16.22%~39.55%之间。     

配套养殖体系中部分抗生素的污染特征

采用超声提取-固相萃取-高效液相色谱串联质谱技术分析配套养殖体系粪便、水体和沉积物中4种磺胺类(SAs)、2种四环素类(TCs)、2种大环内酯(MLs)和2种喹诺酮类(QLs)抗生素的含量和分布特征.研究结果显示,在水体中共检出8种抗生素,浓度在ND—382 ng·L-1,2种四环素类抗生素未被检出,且水体中抗生素的浓度呈现旱季高于雨季;沉积物中共检出7种抗生素,其浓度分别在ND—3400μg·kg-1范围内,磺胺嘧啶(SDZ)、磺胺甲噁唑(SMX)和罗红霉素(RTM)未被检出;在猪粪和鸭粪中均检出甲氧苄啶(TMP)、诺氟沙星(NFX)、脱水红霉素(ETM-H2O)和罗红霉素(RTM),同时猪粪中还检出2种四环素类,鸭粪中检出磺胺二甲嘧啶(SMZ)和环丙沙星(CFX),其中鸭粪中甲氧苄啶的最高浓度达到6.11 mg·kg-1.研究结果表明,不同介质中抗生素的含量存在一定差异,其中磺胺类抗生素在水体中浓度最高,喹诺酮类和四环素类在沉积物中的浓度最高;粪便中抗生素的种类与施药的种类密切相关,并且可能会加剧抗生素对水体环境的污染.     

孑遗植物四合木(Tetraenamongolica)迁地保护中的光合作用日变化特征与生理生态适应性

为了进一步廓清迁地保护条件下孑遗植物四合木（Tetraena mongolica）的光合生理生态适应性,在分析了瞬时光合效率的基础上,应用LI-6400光合作用测定系统测定了迁地保护试验区的四合木以及原生境伴生种白刺（Nitraria tangutorum）的光合作用日变化,并测定了其生长量。结果表明：四合木实生苗的生长南北冠幅大小依次为乌海四合木核心区实生苗（26.48 cm×27.26 cm）>鄂尔多斯实生苗（21.27 cm×21.75 cm）>阿拉善实生苗（19.25 cm×18.27 cm）。在原生境地乌海四合木核心区种植的实生苗与阿拉善实生苗之间的生长量存在显著差异（P≤0.01）,与鄂尔多斯实生苗之间的生长量存在显著差异（P≤0.05）。迁地保护条件下四合木生实生苗植株叶片光合速率Pn日变化均呈“双峰”曲线。不同试验区四合木光合作用日变化（Pn）、蒸腾速率（Tr）、气孔导度（Gs）和胞间 CO2浓度（Ci）均表现出明显的分异。迁地保护四合木条件下原生境地栽培的四合木实生苗的光合速率>鄂尔多斯栽培的四合木实生苗的光合速率>阿拉善栽培的四合木实生苗。鉴此可以作进一步推论,孑遗濒危植物四合木从原生境地西鄂尔多斯核心区（乌海）东移进行迁地保护具有更高的生理生态适应性和生境适宜性。但完成“从种子到种子”进而实现“保存性和代表性”,最终实现四合木迁地保护的“保持性和防止性”,保持其遗传多样性和遗传稳定性,最终成功实现四合木的迁地保护仍有待作进一步探索和深入研究。     

紫色土丘陵坡地土壤微生物群落的季节变化

采用稀释平板法和Biolog-ECO微平板技术,以剌槐（Robinia pseudoacacia）天然次生林为研究对象,研究湖南省衡阳市紫色土丘陵坡地表层（0~10 cm）土壤微生物群落的季节变化特征。结果表明：1）夏季,土壤微生物总数,细菌数量、真菌数量和放线菌数量最高,分别为16.34×106、16.09×106、10.43×104和14.64×104 cfu·g-1干土,春季次之：11.61×106、11.45×106、5.00×104和10.65×104 cfu·g-1干土,秋季最低：5.87×106、5.78×106、4.67×104和4.08×104 cfu·g-1干土,春、夏和秋3季的差异达显著水平（P<0.05）;2）在培养168 h时,土壤微生物C源平均颜色变化率（Average well color development, AWCD）以夏季最高（1.20）,春季次之（0.88）,秋季最低（0.83）;3）土壤微生物功能多样性表现为夏季明显高于春、秋2季（P<0.05）,夏季的Patrick丰富度指数（R）（28）、Shannon-Wiener指数（H）（3.22）、Simpson指数（D）（0.96）和McIntosh指数（U）（8.20）显著高于春、秋2季（P<0.05）,而春、秋2季的R（23,24）、H（3.06,3.08）、D（0.95,0.95）和U（5.90,5.91）无显著差异（P>0.05）;4）氨基酸类、聚合物类和羧酸C源类是衡阳紫色土丘陵坡地土壤微生物偏好且利用率较高的C源类型;5）主成分分析表明,土壤微生物群落的C源利用可分为2类,一类在夏季,另一类在春、秋2季,其得分系数的分布范围分别为（2.59~6.00,2.43~5.09）和（-7.65~-1.90,-6.38~-3.43）。研究结果为科学评价湖南省衡阳市紫色土丘陵坡地土壤生境质量退化和恢复过程中微生物特征的变化提供了本底值参考。     

湖南石门雄黄矿区矿样中的砷氧化细菌的分离及鉴定

绿色的生物学方法处理含砷废水,对于缓解工业发展所带来砷污染问题,提高居民健康生活质量具有重要意义。以湖南石门雄黄矿区的尾矿池积水（SY）、地下400 m处的矿坑水（NY）和尾矿池底泥表层（XY）3个样本为研究对象,利用细菌富集和多次传代的方法,从这3个环境样本中获得可氧化三价砷的3个菌群。在砷质量浓度为l~5 g·L-1的培养基中分别检测上述3个菌群的耐受能力,发现在砷质量浓度高达5 g·L-1的条件下,上述菌群均能在2~3 d内达到109 cells·mL-1。利用上述菌群处理l g·L-1亚砷酸钠溶液,SY、XY和NY菌群可分别在25、20和35 h内将三价砷完全氧化,并且使溶液中的总砷质量浓度降低66.7%。进一步对3个菌群进行多次平板分离,利用五价砷和硝酸银的颜色反应,获得11株可氧化三价砷的目的菌株。对这些菌株16S rDNA进行NCBI的BLASTN序列比对发现,菌株SMY24、SMY33、SMY22、SMY32、SMY21和SMY31均属于假单胞菌属（Pseudomonas）,菌株SMY104属于不动杆菌属（Acinetobacter）,菌株SMY17、SMY25、SMY9和SMY1在所有的已知序列中,最大的相似率只有91%,最小的相似率为76%,且都是未曾报道纯培养的细菌。对这些菌株三价砷氧化能力进行测定发现,其中菌株SMY104和SMY21在20 h内能将三价砷几乎完全氧化。通过对这些菌株三价砷氧化酶基因进行初步检测,发现了多个菌株具有三价砷氧化酶基因（AoxB）。     

微孔曝气与覆盖对城市重污染河道底泥磷形态分布及释放过程的影响

采用自行研发的泥-水界面微孔曝气系统,开展了底泥表面曝气和覆盖对城市重污染河道底泥磷释放及形态分布规律的影响研究.结果表明,微孔曝气能够有效提高上覆水的溶解氧(DO)和沉积物的氧化还原电位(Eh),能够将泥-水界面Eh维持在-100 m V左右,DO提高到6 mg·L-1以上.与对照比较,原位覆盖处理的上覆水DO和Eh有一定提高,但仍明显低于微孔曝气处理.与对照相比较,微孔曝气处理均有效降低上覆水中总磷(TP)和溶解性正磷酸盐(PO3-4)的含量.试验结束时,微孔曝气(A)和微孔曝气+原位覆盖处理(A+C)上覆水中TP含量由初始的0.201 mg·L-1分别降至0.062 mg·L-1和0.050 mg·L-1;上覆水中PO3-4含量由0.086 mg·L-1和0.078 mg·L-1分别降至0.026 mg·L-1和0.023 mg·L-1.与对照相比,微孔曝气处理明显降低了底泥间隙水中TP的浓度,在整个培养期间,其TP含量平均下降38.8%(A)和47.9%(A+C).底泥原位覆盖处理对抑制泥-水界面磷释放能力要弱于微孔曝气处理,而且在试验后期(50 d),上覆水中TP和PO3-4的含量均有所反弹.不管有无覆盖,泥-水界面微孔曝气处理均显著改变了表层底泥磷形态分布特征,显著降低了底泥中铁铝结合态磷(Fe/Al-P)组分比例,而钙结合态磷(Ca-P)含量比例却出现明显增加.单一的表面覆盖处理对底泥磷形态分布特征没有显著影响(P0.05).研究表明,与单一的处理效果相比较,泥-水界面纳米微孔曝气处理,并结合底泥原位覆盖,更有利于抑制城市重污染河道泥-水界面中磷的释放风险.     

典型印染废水处理过程中芳香烃化合物的污染特征及污泥生态风险评价

采用GC-MS测定了典型综合印染废水处理厂废水和污泥中芳香烃化合物的含量.结果表明,原水中苯系物总量为203.96±15.18μg·L-1,其中二甲苯占62.7%,尾水中苯系物总量为0.2±0.029μg·L-1,整个处理工艺对苯系物的去除效率为99%.原水中多环芳烃(PAHs)总浓度达1349.51±35.77 ng·L-1,以3—6环为主,主要富集在颗粒物上.整个工艺对PAHs的去除效率为95%,尾水中PAHs总浓度为65.81±20.99ng·L-1,以2—3环为主.干污泥中PAHs含量高达2996.10±151.0 ng·g-1,污泥吸附为水相中PAHs去除的主要机理之一.印染污泥直接填埋或农用会引起潜在的生态危害.     

Simulation of long-term nutrient removal in a full-scale closed-loop bioreactor for sewage treatment: an example of Bayesian inference

In this study, the performance of nitrogen and phosphorus removal in a full-scale closed-loop bioreactor (oxidation ditch) system was simulated using the ASM2d model. Routine data describing the process for two years were compiled for calibration and validation. To overcome the identifiability problem, the classic Bayesian inference approach was utilized for parameter estimation. The calibrated model could describe the long-term trend of nutrient removal and short-term variations of the process performance, showing that the Bayesian method was a reliable and useful tool for the parameter estimation of the activated sludge models. The anoxic phosphate uptake by polyphosphate accumulating organisms (PAO) contributed 71.2% of the total Poly-P storage, which reveals the dominance of denitrifying phosphorus removal process under the oxygen limiting conditions. It was found that 58.7% of the anoxic Poly-P storage and denitrification by PAO in the reactor was achieved in the aerated compartment, implying that the PAO’s anoxic activity was significantly stimulated by the low dissolved oxygen (DO) level in this compartment due to the oxygen gradient caused by brush aerator.     

Mass concentrations and temporal profiles of PM10, PM2.5 and PM1 near major urban roads in Beijing

Mass concentrations of PM₁₀, PM_2.5 and PM₁ were measured near major roads in Beijing during six periods: summer and winter of 2001, winter of 2007, and periods before, during and after the 2008 Beijing Olympic Games. Since the control efforts for motor vehicles helped offset the increase of emissions from the rapid growth of vehicles, the averaged PM_2.5 concentrations at roadsides during the sampling period between 2001 and 2008 fluctuated over a relatively small range. With the implementation of temporary traffic control measures during the Olympics, a clear “V” shaped curve showing the concentrations of particulate matter and other gaseous air pollutants at roadsides over time was identified. The average concentrations of PM₁₀, PM_2.5, CO and NO decreased by 31.2%, 46.3%, 32.3% and 35.4%, respectively, from June to August; this was followed by a rebound of all air pollutants in December 2008. Daily PM₁₀ concentrations near major roads exceeded the National Ambient Air Quality Standard (Grade II) for 61.2% of the days in the non-Olympic periods, while only for 12.5% during the Olympics. The mean ratio of PM_2.5/PM₁₀ near major roads remained relatively stable at 0.55 (±0.108) on non-Olympic days. The ratio decreased to 0.48 (±0.099) during the Olympics due to a greater decline in fine particles than in coarse-mode PM. The ratios PM₁/PM_2.5 fluctuated over a wide range and were statistically different from each other during the sampling periods. The average ratios of PM₁/PM_2.5 on non-Olympic days were 0.71.     

Disinfection byproducts in drinking water and regulatory compliance: A critical review

Disinfection by-products (DBPs) are regulated in drinking water in a number of countries. This critical review focuses on the issues associated with DBP regulatory compliance, including methods for DBP analysis, occurrence levels, the regulation comparison among various countries, DBP compliance strategies, and emerging DBPs. The regulation comparison between China and the United States (US) indicated that the DBP regulations in China are more stringent based on the number of regulated compounds and maximum levels. The comparison assessment using the Information Collection Rule (ICR) database indicated that the compliance rate of 500 large US water plants under the China regulations is much lower than that under the US regulations (e.g. 62.2% versus 89.6% for total trihalomethanes). Precursor removal and alternative disinfectants are common practices for DBP regulatory compliance. DBP removal after formation, including air stripping for trihalomethane removal and biodegradation for haloacetic acid removal, have gained more acceptance in DBP control. Formation of emerging DBPs, including iodinated DBPs and nitrogenous DBPs, is one of unintended consequences of precursor removal and alternative disinfection. At much lower levels than carbonaceous DBPs, however, emerging DBPs have posed higher health risks.