淀粉聚乙燃膜在受控条件下的好氧生物降物

采用土埋、真菌生长和ＣＯ２释放试验分别测定了几咱淀粉聚乙烯膜的生物降解性。试验结果表明，膜的生物降解性与膜中的淀粉含量正相关，并受膜比面积大小的影响。在受控条件下，含淀粉６％～３０％的经２８ｄ降解后，降解质量变化率在０．６％～１２．４％范围内，其ＣＯ２释放量为０．０２～０．１５ｍｇ／ｍｇ膜，中的聚乙烯组分不仅本身难被生物降解，而且还抑制微生物对其淀粉组分的降解。ＣＯ２是淀粉聚乙烯膜好氧生物降解的降     

Sorption kinetics of parent and substituted PAHs for low-density polyethylene (LDPE): Determining their partition coefficients between LDPE and water (KLDPE) for passive sampling

Low-density polyethylene (LDPE) has been widely used as a sorbent for passive sampling of hydrophobic organic contaminants (HOCs) in aquatic environments. However, it has seen only limited application in passive sampling for measurement of freely dissolved concentrations of parent and substituted PAHs (SPAHs), which are known to be toxic, mutagenic and carcinogenic. Here, the 16 priority PAHs and some typical PAHs were selected as target compounds and were simultaneously determined by gas chromatography–mass spectrometer (GC–MS). Some batch experiments were conducted in the laboratory to explore the adsorption kinetics of the target compounds in LDPE membranes. The results showed that both PAHs and SPAHs could reach equilibrium status within 19–38?days in sorption kinetic experiments. The coefficients of partitioning between LDPE film (50?μm thickness) and water (K_LDPE) for the 16 priority PAHs were in good agreement with previously reported values, and the values of K_LDPE for the 9 SPAHs are reported in this study for the first time. Significant linear relationships were observed, i.e., log K_LDPE?=?0.705?×?log K_OW?+?1.534 for PAHs (R²?=?0.8361, p?<?0.001) and log K_LDPE?=?0.458?×?log K_OW?+?3.092 for SPAHs (R²?=?0.5609, p?=?0.0077). The selected LDPE film was also proven to meet the condition of “zero sink” for the selected target compounds. These results could provide basic support for the configuration and in situ application of passive samplers.     

CANON生物膜载体储存及活性恢复研究

采用不同活性恢复手段研究了短期低温（20d,15℃）储存及常温（25℃）低负荷运行后,CANON-MBBR反应器的活性恢复效果.结果显示,CANON悬浮载体经短期低温储存后,通过先恢复温度后缓慢提高进水负荷的方式可使其TN去除负荷恢复率达到102%.若在温度未恢复的基础上直接将进水负荷提升至原水平运行,CANON悬浮载体生物膜将无法维持正常的EPS含量而易发生脱膜现象,致使TN去除负荷恢复率仅为84%.另外,系统有一定基质浓度的基础上,经过25d常温（25℃）低负荷SBR运行后,通过同样的恢复手段可使TN去除负荷恢复率达到96%.通过微生物菌群分析,确定CANON-MBBR系统中功能微生物优势菌属分别为Nitrosomonas和Candidatus Kuenenia,采取合适的恢复手段使系统进入稳定运行阶段后,两者丰度均可分别达到11%以上及27%以上,且悬浮载体脱膜并未对微生物组成造成明显影响.     

两种悬浮填料在ASBBR厌氧氨氧化系统中的性能比较与微生物解析

选取聚乙烯（T1）和聚氨酯（T2）两种悬浮填料投入到两套相同厌氧序批式生物膜反应器（ASBBR）R1和R2中,以城市生活污水为配水基质,考察了两种填料在ASBBR中的性能及菌群结构特征,选出更适宜厌氧氨氧化（ANAMMOX）菌生长的填料.结果表明：R1和R2反应器分别在第93 d和73 d成功启动厌氧氨氧化,并实现稳定运行.稳定运行阶段,R1、R2系统总无机氮（TIN）平均去除率分别达88.34%、87.97%.此外,运行第150 d时,测得单个T1、T2填料的ANAMMOX菌活性分别为5.70和3.70 mg·g^-1·h^-1.同时,扫描电子显微镜（SEM）表征结果证明,球状菌在T1填料上的数量比同倍数下T2填料上多,且杂菌较少.高通量测序结果显示,T1、T2填料上Candidatus anammoxoglobus菌属相对丰度分别为75.29%和38.23%.本研究表明,相比于聚氨酯（T2）填料,聚乙烯（T1）填料更适宜ANAMMOX菌的富集.     

低密度聚乙烯(LDPE)膜对内分泌干扰物的动态富集研究

低密度聚乙烯膜(Low-Density Polyethylene,LDPE)在有机物原位被动采样中具有使用简便、耗用量少、成本低廉的优点,但在内分泌干扰物(Endocrine Disrupting Chemicals,EDCs)被动采集方面鲜见应用,有关其平衡分配系数(KLDPE)也不十分清楚.基于此,本文选取7种EDCs,包括双酚A(BPA)、壬基酚(4-NP)、辛基酚(4-t-OP)、雌酮(E1)、β17-雌二醇(E2)、三氯生(TCS)和三氯卡班(TCC),室内模拟LDPE原位动态富集过程,探究了环境因素(温度、pH)对LDPE富集效果的影响,并确定了不同EDCs在LDPE上的富集参数(KLDPE).研究发现,溶液温度升高可以加速LDPE膜对EDCs的吸附,在过低温度条件下(实验设置为4℃),EDCs较难达到膜-水分配平衡;溶液pH对于不同EDCs的影响不尽相同,这可能是因为不同pH条件下EDCs在溶液中形态差异明显,进而影响其在LDPE膜-水之间的分配平衡;7种EDCs的KLDPE实测值均低于各自的经验理论值,这主要由于经验理论值计算过程中未考虑达到分配平衡时有机物从LDPE膜上的解吸附过程,且只考虑了EDCs在膜-水两相之间的平衡.上述结果表明,为提高被动采样测定环境样品中EDCs的准确性,在尽量与实际条件相似的室内条件下获取KLDPE实测值是非常必要的.     

光合细菌(PSB)处理明胶废水中填料挂膜性能研究

分别以纤维填料和毛刷填料为载体,采用优势菌种挂膜法,利用光合细菌处理明胶生产过程中产生的磷钙废水。两种填料表现出不同的挂膜效果,综合比较二者的挂膜时间、最终COD去除率和TP含量后得出毛刷填料挂膜性能优于纤维填料,其挂膜时间为23 d,最终COD去除率和TP含量分别达到93%,2.8 mg/L,在磷钙水处理中有适应性。通过对2种填料的电镜分析,发现纤维填料表面挂膜前后没有变化且十分光滑,而毛刷填料挂膜前表面粗糙,挂膜后表面有鳞片状突起,粗糙的表面状况有利于光合细菌的附着,最终促进生物膜功效的发挥。废水中Ca2+和pH是影响填料挂膜的主要因素。     

颗粒活性炭载体新型生物转盘去除生活污水中COD和NH3-N的研究

开发一种改进型生物转盘处理生活污水，将盘片改为转笼状，并向其中加入颗粒活性发作为载体，研究该系统对生活污水的处理效果。结果表明：在转盘转速为15rpm和HRT分别为10h、8h、6h、4．5h情况下，进水COD平均浓度约为223mg／L，出水COD平均浓度分别为15．6、17．9、23．4、28．2mg/L，平均去除率为93．0％、91．9％、89．5％、86．6％；进水NH3-N平均浓度约为22mg／L，出水NH3-N平均浓度分别为0．32、1．13、2．30、5．71mg／L，平均去除率为98．5％、94．8％、89．7％、74．6％。     

2种填料作为生物膜载体修复微污染河水的比较

采用序批式生物反应器(SBBR),在水温为(19.0±1.5)℃,DO≥4.5 mg/L条件下,比较基于2种生物膜填料(竹丝和空心塑料球)上的微生物对微污染河水中高锰酸钾指数(COD Mn)、总氮(TN)和总磷(TP)等的去除效果。结果表明,经过4 h的运行,竹丝作为生物膜载体时,COD Mn、TN的去除分别为17.5%~48.8%和49.38%~70.93%,但TP的去除效果不明显;而基于空心塑料球的生物膜对COD Mn的去除率仅为2.4%~42%,对TN和TP去除效果均不明显。通过显微分析发现,基于竹丝填料生物载体上微生物种类、数量明显多于空心塑料球。     

LNG船舶锚泊安全距离定量计算建模

为保障液化天然气船舶(LNG船舶)锚泊安全,提出了一种基于船舶漂移运动和船舶碰撞风险的锚泊安全距离计算方法.首先,结合船舶运动数学模型,通过蒙特卡洛模拟LNG船舶走锚漂移运动,得出走锚漂移方向概率密度函数,从而确定船舶走锚漂移横向、纵向距离;同时,结合船舶碰撞概率模型、船舶碰撞损害模型和LNG火灾模型,建立LNG船舶碰撞风险模型,确定满足碰撞概率和风险可接受的安全距离.最后,比较两种模型计算结果,并取其较大值作为LNG船舶锚泊安全距离.结果表明,LNG船锚泊安全距离不仅与环境水域的风、流情况有关,还与附近水域内船舶大小及速度有关.建议交通管理中需结合水域环境特征和水域船舶特点确定LNG船舶的锚泊安全距离.     

The effect of landfill leachate composition on organics and nitrogen removal in an activated sludge system with bentonite additive

A pre-denitrification activated sludge system (AS) without internal recycle was used in lab-scale studies of landfill leachate treatment. A bentonite supplement at a ratio of 1:4 (mineral : biomass) was used to ensure high sludge settling levels and to serve as a micro-organisms carrier. The system was operated within different parameters such as hydraulic retention time (HRT), ammonia loading rate (ALR) or external recycle ratio, which was adapted to treat varying leachate concentrations of COD and ammonia, ranging from 1020 to 2680 mgO(2)l(-1) and 400-890 mgNH(4)-Nl(-1) respectively. The nitrification was complete and ammonia oxidation reached 99%; this was obtained while the ALR did not exceed 0.09 g NH(4)(+)-Ng(-1)MLVSS d(-1) and HRT was not lower than 1 day (in the aeration reactor). The performance of denitrification was successfully improved by controlling the external recycle rate, when the BOD(5)/N ratio in the raw leachate was 4.1. Consequently, N-removal of up to 80% was achieved. A 10-fold decrease in the denitrification rate was obtained at a BOD(5)/N ratio of 0.5. The efficiency of COD removal varied significantly from 36% to 84%. The positive effect of bentonite addition was determined and is discussed based on preliminary studies. The experiments were carried out in fill-and-draw activated sludge with bentonite; the biomass ratio was 1:2. The activated sludge with bentonite was fed with a synthetic high ammonia and organic-free medium.