97 resultados para PFU


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运用PFU微型生物群落采样法在武汉东湖取样研究了六六六、滴滴涕、六氯苯等有机氯污染物在水中相间分布。将PFU(Polyurethanefoamunit)取样得到的挤出液 ,经细胞固定、超声、消解及分步萃取等不同的预处理步骤后 ,用GC ECD测定了各部分提取物中α HCH、β HCH、γ HCH、δ HCH、HCB、pp′ DDE等有机氯污染物的浓度。并用四膜虫模拟试验检验了细胞固定化、消解过程对微型生物的作用效果。结果分析表明 ,以上有机物主要以微型生物富集或颗粒物强吸附形式存在于水中 ,颗粒物弱吸附形

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对常德和汉江的异养性指数(HI)进行了分形分析,表明异养性指数在二维空间分布具有自相似性.异养性指数数据点与化学综合污染指数(P)数据点在双对数坐标中分段拟合时,当常德和汉江的LogP分别小于0 602和0 493时,常德和汉江的分形维数分别为0 39332和0 74110;当常德和汉江的LogP大于0 602和0 493时,常德和汉江的分形维数分别为0 30678和0 27239.拐点的出现表明异养性指数的变化在两个尺度域内遵从着不同的规律.拐点尺度以前,分维数较高,表明群落组成复杂,群落所受污染压迫较

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基于PFU微型生物群落参数调查数据,对湖北省汉江两条污染带11个站点和湖南常德市水系15个站点所属水质组别进行了综合分析研究.所得典型鉴别函数能够对水质组别作出有效的鉴别,分类函数对站点的水质组别分类正确率达到96%;群落参数对化学综合污染指数(P)的响应不呈简单的线性关系,群落参数的变化存在一定模式.提出了“转折区”(turninginterval)概念.水质由洁净到严重污染的变化过程中,在转折区内,微型生物群落的5个参数与P的相关性将发生根本性改变:D和Seq与P由正相关转变为负相关,T90%由负相关

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考虑到环境压迫的因素,对PFU法中的MacArthur-Wilson平衡模型作了修改,推导出一个更为适用的新模型。小野外生态试验和室内毒理试验中提出4个功能参数(S_(eq),G,H,T_(90%))用于环境的生物监测。使用Monte Garlo序贯随机模拟算法和Marquardt算法估计模型参数并完成计算机程序的编制,最后还使用拟合差异度法检验实验模型。

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应用PFU法收集微型生物群落,监测鸭儿湖的农药污染。原生动物对五个氧化塘内农药废水的毒性反应,可用群集过程来表示,无论室内或是野外试验,结果基本一致。其中微型生物群落的结构参数有原生动物种类组成和种数、叶绿素a含量、水细菌数量;功能参数有反映原生动物群集过程中的S_(eq)、G、t_(90%)和微型生物的呼吸速度。功能和结构的参数均能较准确地反映出氧化塘系统的净化过程。PFU法可应用于预报污染物的生物效应浓度,初认为是一种经济、快速、正确的生物学监测方法。

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根据MacArthur-Wilson的岛屿区系平衡模型S_t=S_(eq)(1-e~(GT)),可以从野外生态效应试验和室内毒性试验中,提出3个功能参数(S_(eq)、G、t_(90%))进行比较。本文提出两种计算方法:复合梯形法和最小二乘法,后者已在计算机上实现了BASIC计算程序。从数学理论上论证,最小二乘法误差较小,但如果实验布局合理,两种计算方法能得到十分一致的结果。实验模型是否符合理论模型,可以用统计学上的拟合差异度检验法来检验。

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In order to imitate the restoration succession process of natural water ecosystem, a laboratory microcosm system of constant-flow-restoration was designed and established. A eutrophycation lake, Lake Donghu, was selected as the subject investigated. Six sampling stations were set on the lake, among which the water of station IV was natural clean water, and others were polluted with different degrees. Polyurethane foam unit microbial communities, which had colonized in the stations for a month, were collected from these stations and placed in their respective microcosms, using clean water of station IV to gradually replace the water of these microcosms. In this process, the healthy community in clean water continuously replaced the damaged communities in polluted water, the restoration succession of the damaged communities was characterized by weekly determination of several functional and structural community parameters, including species number (S), diversity index (DI), community pollution value (CPV), heterotrophy index (HI), and similarity coefficient. Cluster analysis based on similarity coefficient was used to compare the succession discrepancies of these microbial communities from different stations. The ecological succession of microbial communities during restoration was investigated by the variable patterns of these parameters, and based on which, the restoration standards of these polluted stations were suggested in an ecological sense. That was, while being restored, the water of station 0 (supereutrophycation) should be substituted with natural clean water by 95%; station I (eutrophycation), more than 90%; station II (eutrophycation), more than 85%; station III (eutrophycation), about 85%; station V (mesoetitrophycation), less than 50%. The effects of the structural and functional parameters in monitoring and assessing ecological restoration are analyzed and compared. (C) 2007 Elsevier Ltd. All rights reserved.

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Polyurethane foam unit (PFU) systems were collected from 11 lakes and three rivers in the Yunnan Plateau, China and, the PFU extrusion liquids, were analyzed for organochlorine pesticides (OCPs) by gas chromatography with electron capture detection (GCECD). The concentrations of pp'-DDE, HCB and HCHs were undetectable to 1.86 mu g l(-1) (mean 0.27 mu g l(-1)), undetectable to 0.72 mu g l(-1) (mean 0.11 mu g l(-1)), and 0.24-21.95 mu g l(-1) (mean 7.39 mu g l(-1)) respectively in lakes; and those in rivers were undetectable to 0.23 mu g l(-1) (mean 0.08 mu g l(-1)), 0.68-2.93 mu g l(-1) (mean 1.70 mu g l(-1)), and 2.71-37.56 mu g l(-1) (mean 17.01 mu g l(-1)) respectively. Notably, some residue levels of OCPs exceeded the US National Recommended Water Quality Criteria, implying Yunnan has levels of OCPs potentially harmful to human health. Further, the contamination by OCPs showed an obvious spatial distribution pattern. Amongst the lakes, Dianchi, Xingyun, Lugu and Yangzonghai had the highest OCP levels dominated by beta-HCH, whereas among rivers, Nujiang and Lancang Rivers had the highest contents of OCPs dominated by alpha-HCH. This demonstrates that HCHs are the predominant contaminants and some point sources of HCHs may still exist in Yunnan. The pollution levels in Yunnan were compared with other studies, suggesting the PFU method is suitable for long-term on-line monitoring of trace OCPs in aquatic ecosystems. Therefore, continuous studies monitoring OCPs in lakes and rivers are needed to further understand the future trend of contamination. (c) 2006 Elsevier Ltd. All rights reserved.

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Structural and functional parameters of protozoan communities colonizing on PFU (polyurethane foam unit) artificial substrate were assessed as indicators of water quality in the Chaohu Lake, a large, shallow and highly polluted freshwater lake in China. Protozoan communities were sampled 1, 3, 6, 9 and 14 days after exposure of PFU artificial substrate in the lake during October 2003. Four study stations with the different water quality gradient changes along the lake were distinguishable in terms of differences in the community's structural (species richness, individual abundance, etc.) and functional parameters (protozoan colonization rates on PFU). The concentrations of TP, TN, COD and BOD as the main chemical indicators of pollution at the four sampling sites were also obtained each year during 2002-2003 for comparison with biological parameters. The results showed that the species richness and PFU colonization rate decreased as pollution intensity increased and that the Margalef diversity index values calculated at four sampling sites also related to water quality. The three functional parameters based on the PFU colonization process, that is, S-eq, G and T-90%, were strongly related to the pollution status of the water. The number of protozoan species colonizing on PFU after exposure of 1 to 3 days was found to give a clear comparative indication of the water quality at the four sampling stations. The research provides further evidence that the protozoan community may be utilized effectively in the assessment of water quality and that the PFU method furnishes rapid, cost-effective and reliable information that may be useful for measuring responses to pollution stress in aquatic ecosystems.

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A total of six stations in the Han River system were selected for establishing polyurethane foam units (PFUs) to collect protozoans, including phytomastigophorans, zoomastigophorans, amoebas and ciliates, in July 1993. In the bioassessment of microbial communities using the PFUs, the number of species decreased as pollution intensity increased. The diversity index values calculated at the main stations generally agreed with the pollution status of the stations. Anyang-Chon (Chon means stream) showed the lowest diversity value (1.89), and all stations, except Masok and Anyang-Chon, showed diversity index values ranging from 3.15 to 3.93. The highest heterotrophic index (HI) value was detected in Anyang-Chon followed by Masok-Chon. The number of species at the main stations reached a maximum on day 11 of being exposed to PFUs. The results of S-eq, G and T-90% all suggest that bioassessments using the PFU system were well matched with pollution status of the water. All microbial variables were significantly correlated with comprehensive chemical pollution indices, P-a and P-b, with correlation coefficients ranging from r=0.87 to r=0.96.

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In questo lavoro sono descritte le attività svolte a partire dal primo avviamento dell’impianto pilota di pirolisi di pneumatici, le ottimizzazioni impiantistiche e di processo effettuate, la caratterizzazione dei materiali di partenza e dei prodotti. Particolare attenzione è stata posta alla variabilità dei prodotti in uscita in funzione di parametri di processo quali operazioni preliminari, temperatura, pressione, quantità di materiale trattato e tempo di residenza, allo scopo di ottimizzare il processo e individuare le condizioni per l’ottenimento di specifici prodotti a livello quali- e quantitativo.

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L’analisi della risposta delle pavimentazioni flessibili alle sollecitazioni veicolari ed alle variazioni di temperatura non può prescindere dallo studio del legante bituminoso: è all’interno del film di bitume, infatti, che avviene la rottura per fatica alle basse temperature (alte frequenze di carico) e che si sviluppano le deformazioni con conseguente fenomeno dell’ormaiamento alle alte temperature di esercizio (basse frequenze di carico). Il deterioramento di queste pavimentazioni, dovuto a fenomeni di fessurazione da fatica o di ormaiamento, infatti, è divenuto nel settore infrastrutturale oggetto di studio ed approfondimento. Spesso tali ammaloramenti sono accelerati dall’azione dell’acqua che, in assenza di strati impermeabili, raggiunge gli strati inferiori della sovrastruttura indebolendo le proprietà coesive del legante e di adesione tra bitume ed aggregati. Se a queste problematiche si aggiunge l’impatto ambientale di un’infrastruttura viaria (emissione di fumi durante la stesa del conglomerato), risulta evidente l’interesse nel campo della ricerca circa lo studio di leganti bituminosi modificati e additivati, in grado di aumentare le prestazioni del pacchetto stradale, oltre che a ridurne gli effetti negativi sull’ambiente. Per queste motivazioni, la presente Tesi si concentra sullo studio dei leganti e dei mastici bituminosi ottenuti con l’aggiunta di “Powdered Rubber Modifier (PRM)” ovvero di “Polverino di Gomma” ottenuto mediante il riciclaggio di pneumatici usati, attraverso opportune lavorazioni di natura meccanica. In campo stradale sta assumendo sempre più importanza l’utilizzo di pneumatici riciclati, in grado di aumentare le prestazioni del pacchetto stradale e di ridurne gli effetti negativi sull’ambiente. Per studiare e testare questi leganti e mastici bituminosi si è scelto di utilizzare un approccio tradizionale, consistente nella simulazione della risposta meccanica macroscopica mediante modelli costitutivi basati sulla teoria del mezzo continuo: ciò significa che la miscela viene sottoposta a prove di tipo statico e dinamico in un ampio intervallo di condizioni inerenti all’intensità della forza, alla velocità di applicazione del carico ed alla temperatura. In particolare, i materiali sopra citati sono stati testati mediante Dynamic Shear Rheometer (DSR-UNI EN 14770); tale apparecchiatura è in grado, attraverso l’applicazione di una sollecitazione dinamica con andamento sinusoidale, di simulare le reali condizioni di carico cui è sottoposta una pavimentazione stradale durante la sua vita utile. I risultati reologici ottenuti sono stati confrontati per valutare il contributo prestazionale di ciascun materiale componente le miscele.