刁江水体多相介质中As,Zn和Pb的空间和季

调查了广西刁江河水中As,Zn和Pb的溶解态、悬浮颗粒态分布情况及季节变化,以及3种重金属在不同粒级沉积物中的分布情况. 结果表明:刁江流域河水与沉积物中3种重金属污染在流域尺度上的分布存在差异,沉积物污染更为严重. 与土壤污染一致,沉积物中3种重金属的污染范围扩散延伸到距离污染源近200 km的下游区域,其中车河矿区对As污染的贡献率明显高于大厂矿区,而对Pb污染的贡献率明显小于大厂矿区;不同重金属在水体中的赋存形态存在差异,河水中悬浮颗粒态Pb所占比例远高于As和Zn,这与3种重金属矿物的稳定性以及在不同粒级沉积物中的富集特征有关;河水中重金属的赋存形态存在季节差别,丰水期悬浮颗粒态重金属所占比例明显高于枯水期.      

紫色土小流域土壤及氮磷流失特征研究

紫色土区土壤及其养分流失对长江水环境产生严重威胁。然而,有关该地区自然降雨侵蚀下土壤及氮磷流失规律的研究却较为少见。以紫色土农田利用为主小流域为研究对象,监测自然降雨侵蚀下土壤及其氮磷的流失过程,以期服务于流域尺度土壤及养分流失的模拟与控制。结果表明,次降雨径流含沙量与流量的变化基本同步,峰值含沙量往往出现在峰值流量处或略有提前,此后,含沙量迅速降低。硝态氮流失浓度与流量的变化成反比,峰值流量处流失浓度一般达到最低,此后,随着流量的降低,其流失浓度存在较为明显的升高过程。铵态氮与水溶性磷的流失表现为剧烈波动的变化特征。氮素流失的主要形态是硝态氮,其占到次降雨无机氮流失总量的88%～97%。     

水体汞光还原研究进展

汞的光还原是影响水生系统汞迁移转化的重要过程.光还原产生的溶解性气态汞会通过水气界面向大气挥发.该过程可以减轻水体汞负荷,降低汞被甲基化的风险,对全球汞循环具有重要意义.水生系统中汞的光还原过程十分复杂,影响因素较多,是汞环境地球化学行为研究的重点和热点.目前科学家在这方面已做了大量研究,但许多结论与建议还存在争议,对其还原机制也还不清楚.本文总结了近年来水体汞光还原过程的研究进展;分析了水生系统中影响汞光还原过程的主要因素;评述了水汞光还原研究存在的问题;提出了水体汞光还原的研究焦点与方向.     

Deriving Chesapeake Bay Water Quality Standards

Achieving and maintaining the water quality conditions necessary to protect the aquatic living resources of the Chesapeake Bay and its tidal tributaries has required a foundation of quantifiable water quality criteria. Quantitative criteria serve as a critical basis for assessing the attainment of designated uses and measuring progress toward meeting water quality goals of the Chesapeake Bay Program partnership. In 1987, the Chesapeake Bay Program partnership committed to defining the water quality conditions necessary to protect aquatic living resources. Under section 303(c) of the Clean Water Act, States and authorized tribes have the primary responsibility for adopting water quality standards into law or regulation. The Chesapeake Bay Program partnership worked with U.S. Environmental Protection Agency to develop and publish a guidance framework of ambient water quality criteria with designated uses and assessment procedures for dissolved oxygen, water clarity, and chlorophyll a for Chesapeake Bay and its tidal tributaries in 2003. This article reviews the derivation of the water quality criteria, criteria assessment protocols, designated use boundaries, and their refinements published in six addendum documents since 2003 and successfully adopted into each jurisdiction's water quality standards used in developing the Chesapeake Bay Total Maximum Daily Load.     

氯化对二级处理出水中溶解性有机物结构的影响

以哈尔滨市W污水处理厂污水为研究对象,利用XAD树脂对二级处理出水中的溶解性有机物(DOM)进行分级分离.按照DOM在不同树脂上的吸附特性将其分为5个部分:疏水性有机酸(HPO-A)、疏水性中性有机物(HPO-N)、过渡亲水性有机酸(TPI-A)、过渡亲水性中性有机物(TPI-N)和亲水性有机物(HPI).考察了二级处理出水中有机组分的组成分布、三卤甲烷生成势、紫外光谱和红外光谱.结果表明,二级处理出水中的主要成分是HPO-A和HPI,两者含量之和达70.8%.HPO-A是加氯消毒时产生三卤甲烷的主要有机组分,其三卤甲烷生成活性(STHMFP)为232.9μg/mg.而HPO-N、TPI-A、TPI-N和HPI的STHMFP介于100～125μg/mg之间.氯化反应后,HPO-A、HPO-N、TPI-A和HPI的紫外-可见吸光度均降低,而TPI-N则相反.并且HPO-A、HPO-N、TPI-A和TPI-N中的O-H、C=C和苯环的含量降低,而C-O的含量升高,还生成了C=O和C-Cl.     

Improved speciation of dissolved organic nitrogen in natural waters: amide hydrolysis with fluorescence derivatization

The objective of this study was to improve primary-amine nitrogen (1°-N) quantification in dissolved organic matter (DOM) originating from natural waters where inorganic forms of N, which may cause analytical interference, are commonly encountered. Efforts were targeted at elucidating organic-N structural criteria influencing the response of organic amines to known colorimetric and fluorescent reagents and exploring the use of divalent metal-assisted amide hydrolysis in combination with fluorescence analyse...     

Performance of completely autotrophic nitrogen removal over nitrite process under different aeration modes and dissolved oxygen

In this study, three sequential batch biofilm reactors (SBBRs) were operated for 155 days to evaluate the performance of completely autotrophic nitrogen removal over nitrite (CANON) process under different aeration modes and dissolved oxygen (DO). Synthetic wastewater with 160-mg NH4 ⁺-N/L was fed into the reactors. In the continuously-aerated reactor, the efficiency of the ammonium nitrogen conversion and total nitrogen (TN) removal reached 80% and 70%, respectively, with DO between 0.8–1.0 mg/L. Whereas in the intermittently-aerated reactor, at the aeration/non-aeration ratio of 1.0, ammonium was always under the detection limit and 86% of TN was removed with DO between 2.0–2.5 mg/L during the aeration time. Results show that CANON could be achieved in both continuous and intermittent aeration pattern. However, to achieve the same nitrogen removal efficiency, the DO needed in the intermittently-aerated sequential batch biofilm reactor (SBBR) during the aeration period was higher than that in the continuously-aerated SBBR. In addition, the DO in the CANON system should be adjusted to the aeration mode, and low DO was not a prerequisite to CANON process.     

改良剂调控下水稻镉累积和土壤溶解性有机质光谱特征的响应

研究土壤中溶解性有机质(DOM)的化学组成和特征差异对理解改良剂对Cd的稳定机制具有重要意义.土壤改良剂被广泛应用于受污染农田以缓解重金属在农作物中的累积,但改良剂调控下土壤DOM的光谱特征却鲜见报道.采集南方典型Cd污染水稻土为研究对象,通过投加三大类改良剂(有机类、无机类和石灰类,共11种)进行水稻种植盆栽试验,研究了不同改良剂对土壤DOM的影响.利用紫外-可见光谱、三维荧光光谱和平行因子分析法(PARAFAC)对比分析了不同改良剂调控下根际土壤DOM的光谱特征.结果表明,石灰类改良剂提高土壤pH,促进土壤固相中有机质的溶解,从而显著提高了土壤DOM的质量分数.与对照相比,有机类改良剂提高了土壤DOM的相对分子量和新生自生源贡献率,无机类改良剂提高了土壤DOM的芳香性和疏水性组分,石灰类改良剂提高了土壤DOM的显色组分和腐殖化程度.通过PARAFAC分析和OpenFluor数据库验证,解析出了4个荧光组分C1(255/465)、 C2(325/400)、 C3(275/390)和C4(240/460),均为类腐殖质.两种光谱相互印证,表明土壤DOM来源以陆源输入的类腐殖质为主.相关...     

不同面源强度影响下城市河流溶解性有机质光谱特征变化

采用紫外-可见吸收光谱（UV-vis）和三维荧光光谱结合平行因子法（EEMs-PARAFAC）研究两条面源输入强度不同的城市河流春夏两季水体中溶解性有机质（DOM）含量和组成变化.结果表明,两条河流夏季水体DOM腐殖化程度和相对分子质量均显著高于春季（P<0.01）. PARAFAC模型共解析出C1（UVC类富里酸）、 C2（类色氨酸）、 C3（类胡敏酸）和C4（UVA类富里酸）这4个化学组分,C1[（31±6）%]和C2[（31±4）%]为水体DOM中主要荧光组分.高面源输入水平的河流春季各组分荧光强度均低于夏季,而低面源输入水平的河流与之相反.随机森林回归模型表明,C3%对河流水质变化敏感度最高（R²=0.75,P<0.001）,具有很好的指示作用;水面覆盖率（Cover）对C4%有显著预测重要性（P<0.001）, C4%易受光化学氧化作用影响.主成分分析（PCA）和Adonis检验表明,氮和磷为水体自生源过程的重要推动力,面源输入强度和季节变化对城市河流水体状况有显著影响（R²=0.775,P<0.001）.城...     

Type 0092丝状菌污泥微膨胀在短程硝化中的实现

利用Type 0092丝状菌不易引发污泥恶性膨胀的特点,本实验采用实际生活污水,以SBR反应器接种短程硝化污泥,考察了短程硝化状态下启动Type 0092丝状菌污泥微膨胀的特性,研究了系统启动与维持期间的污泥沉降性能、亚硝酸盐积累率(NAR)、污染物去除特性以及污泥菌群结构变化情况.结果表明控制DO为0. 3～0. 8 mg·L~(-1),F/M(以COD/MLSS计)=0. 24 kg·(kg·d)~(-1),按照交替缺氧/好氧模式运行(单周期3次,缺氧∶好氧=20 min∶60 min),能够启动Type 0092丝状菌污泥微膨胀与短程硝化耦合,系统SVI值维持在180 m L·g~(-1)左右,NAR一直维持在99%左右,COD和TN去除率能够分别提高约13%和5%,相较于传统全程硝化非微膨胀状态曝气量能节省约62. 5%.当交替缺氧/好氧模式变为单周期交替6次,缺氧∶好氧=10 min∶30 min,亚硝酸盐氧化菌(NOB)的活性会恢复,使短程硝化被破坏;低溶解氧、交替缺氧/好氧、低负荷是实现Type 0092丝状菌污泥微膨胀的关键因素,当负荷(以COD/MLSS计)大于0. 25 kg·(kg·d)~(-1)时,仅靠低溶解氧和间歇曝气无法维持污泥微膨胀状态.