Relative Influence of Streamflows in Assessing Temporal Variability in Stream Habitat1

Abstract: The effects of streamflows on temporal variation in stream habitat were analyzed from the data collected 6‐11 years apart at 38 sites across the United States. Multiple linear regression was used to assess the variation in habitat caused by streamflow at the time of sampling and high flows between sampling. In addition to flow variables, the model also contained geomorphic and land use factors. The regression model was statistically significant (p < 0.05; R² = 0.31‐0.46) for 5 of 14 habitat variables: mean wetted stream depth, mean bankfull depth, mean wetted stream width, coefficient of variation of wetted stream width, and the percent frequency of bank erosion. High flows between samples accounted for about 16% of the total variation in the frequency of bank erosion. Streamflow at the time of sampling was the main source of variation in mean stream depth and contributed to the variation in mean stream width and the frequency of bank erosion. Urban land use (population change) accounted for over 20% of the total variation in mean bankfull depth, 15% of the total variation in the coefficient of variation of stream width, and about 10% of the variation in mean stream width.     

Aromatic Copolyester-based Nano-biocomposites: Elaboration, Structural Characterization and Properties

Biodegradable polymers are one of the most promising ways to replace non-degradable polymers. But, to be a real alternative to classical synthetic polymers and find applications, biopolymer (biodegradable polymer) properties have to be enhanced. Nano-biocomposites, which are obtained by incorporation of nanofillers into a biomatrix, are an interesting way to achieve these improvements. Modified and unmodified montmorillonites have been introduced into a biodegradable aromatic copolyester, poly(butylene adipate-co-terephthalate) (PBAT). Structural characterization, thermal and mechanical tests have been carried out to understand better the relations between the nanofillers structuring and the final nano-biocomposite properties. Main results show that clay incorporation and the obtained intercalated structures improve PBAT properties (enhanced thermal stability, increased stiffness) and thus may increase the attractiveness of this biopolymer.     

两性高分子水处理剂的研究进展

本文综述了近年来国内外两性高分子水处理剂的研究进展,并对今后的研究工作提出了一些建议.     

改性天然高分子絮凝剂和聚合氯化铝复合沉降与絮体分形

在改性天然高分子絮凝剂(CMS)和聚合氯化铝(PAC)复合处理有机废水絮体沉降速度的实验中,用显微镜和电镜观察到絮凝物是有自相似特征的不规则形状,具有分形特征.在pH值为6.86、聚合氯化铝(PAC)加入量为80mg/L条件下,天然改性高分子药剂加入量为1.5mg/L时沉降效果最好,与单独加入PAC相比20min时平均沉降速度分别为2.6mm/min和1.7mm/min.并计算出此时复合处理形成絮凝体的分维数为1.70.     

某油田稠油采出液生产分离器机械消泡技术研究

目的 针对某油田进行机械消泡技术研究,进而为促进分离器内稠油的快速消泡提供解决办法.方法 利用Fluent软件模拟不同导流板参数下分离器中气液分离效果及泡沫变化情况,并采用动态解析法发泡方式,利用高压溶气消泡测试系统对不同类型和型号的金属规整填料和两种化学消泡剂,进行消泡测试以及组合消泡实验.结果 导流板放置角度为45°时,分离效率和泡沫聚并效果均较好,而导流板放置距离影响不大;随着消泡填料的高度增加,消泡效果随之增加.结论 分离器入口导流板最佳放置角度为45°,孔板波纹填料SM250*12 cm为优选的机械消泡构件.实际生产采用机械消泡方法即可满足消泡需求,要求更好的消泡效果时,可将机械消泡与化学消泡剂消泡两种方式结合使用.     

GA-g-PAMPS/AA/ST凝胶的制备及对亚甲基蓝吸附性能

采用微波辐射技术,通过接枝共聚反应制备了阿拉伯胶（GA）-g-2-丙烯酰胺-2-甲基丙磺酸（AMPS）/丙烯酸（AA）/海泡石黏土（ST）（GA-g-PAMPS/AA/ST）复合水凝胶,利用FTIR、XRD、SEM对复合水凝胶进行了表征,研究了水凝胶对水溶液中亚甲基蓝（MB）染料的吸附性能.结果显示：GA、ST和AA与AMPS发生了接枝共聚反应,形成具有均匀三维网络结构的复合水凝胶.0.025g水凝胶可以使体积为50mL、pH值为6.4、浓度为600mg/L的MB溶液的吸附量和吸附率分别达1146mg/g和95.5%,水凝胶具有较好的重复利用性能.Freundlich等温模型和准二级动力学模型能更好地描述吸附过程.热力学研究表明水凝胶对亚甲基蓝吸附是自发、吸热和不可逆的过程.该水凝胶可用作阳离子染料和阳离子型污染物的潜在候选生物质吸附剂.     

日光温室夏季休闲期间的土壤管理对可溶性氮的影响

日光温室夏季休闲期间大水漫灌和高温闷棚是普遍的土壤处理措施,该过程灌水多、温度高,对氮素循环影响大.为了探明休闲期间土壤管理对氮素保持与损失的影响,通过田间试验揭示夏季休闲期间大水漫灌、高温闷棚对不同灌溉施肥模式(滴灌、漫灌)和不同有机物料还田处理(单施有机肥、有机肥配施小麦秸秆、有机肥配施玉米秸秆)土壤可溶性氮的影响.结果表明:作物收获后,滴灌和漫灌各处理平均w(矿质氮)分别为103.9和68.6 mg/kg,大水漫灌使滴灌0~30 cm土层w(矿质氮)显著降低30%,漫灌w(矿质氮)变化不大.日光温室夏季休闲期w(SON)(SON为可溶性有机氮)为16.3~69.1 mg/kg,SON相对含量为15%~48%.大水漫灌使滴灌和漫灌w(SON)分别显著增加2.9和2.5倍;高温闷棚使滴灌和漫灌w(SON)显著降低107.1和72.4 kg/hm2,降幅分别为41%和34%,同时w(矿质氮)分别显著增加117.9和126.7 kg/hm2,土壤氮素矿化速率分别为1.7和1.8 mg/(kg·d).与单施有机肥相比,长期有机肥配施玉米或小麦秸秆可显著增加滴灌w(矿质氮),但对w(SON)无影响.综上,休闲期间的土壤管理对土壤表层氮素含量的影响较大,其中大水漫灌容易造成滴灌残留氮素的大量损失,而随后的高温闷棚加速了SON的矿化.      

二氧化钛对地下水中砷硅的吸附及再生回用

二氧化钛(TiO_2)材料作为性能优异的吸附材料被广泛应用于地下水砷(As)的去除中.结果表明,地下水中共存硅离子(Si)会占据TiO_2的吸附位点,从而影响As的吸附及TiO_2材料的再生回用.本文通过同步辐射扩展X射线吸收精细结构(EXAFS)研究了Si对As微观吸附机制的影响,表明Si的存在不会影响As在TiO_2上的吸附构型.衰减全反射傅里叶变换红外光谱(ATR-FTIR)原位研究表明Si在TiO_2表面形成Si单体、低聚体和多聚体,从而竞争As的吸附位点,同时增加TiO_2再生的难度.为了实现TiO_2材料的高效再生,本研究进一步考察了氟化钠(NaF)对TiO_2表面Si的脱附效果,发现NaF可以有效地洗脱Si,再生后的TiO_2吸附性能稳定.ATR-FTIR光谱原位分析发现,NaF的加入可有效脱附TiO_2表面的Si单体和多聚体.当利用NaF和Na OH共同洗脱TiO_2表面的As和Si时,3次循环中As的脱附率为86.8%~100.3%,Si的脱附率为67.9%~82.0%.本研究为地下水砷硅共吸附材料的再生提供了一种有效方法.     

Hydrolyzed Al(Ⅲ) clusters: Speciation stability of nano-Al13

Pure nano-Al13 and aggregates at various concentrations were prepared to examine the particle size effect of coagulation with inorganic polymer fiocculant. The property and stability of various species formed were characterized using Infrared, 27Al-NMR,photo correlation spectroscopy (PCS), and Ferron assay. Results showed that concentration and temperature exhibited different roles on the stability of Al13. The quantity of Alb species analyzed by ferron assay in the initial aging period corresponded well with that of Al13, which has been confirmed in a dimension range of 1-2 nm by PCS. Al13 solutions at high concentrations (0.5-2.11 mol/L)were observed to undergo further aggregation with aging. The aggregates with a wide particle size distribution would contribute to the disappeared/decreased Al13 basis on the 27Al-NMR spectrum, whereas a part of Al13 would still remain as Alb. At low concentrations,Al13 solution was quite stable at normal temperature, but lost its stability quickly when heating to 90°C.     

杨树人工林碳循环对淹水的响应

本文采用涡度相关方法对安徽怀宁杨树人工林的碳通量进行监测,得到微气象数据和通量数据。通过坐标旋转、密度校正和数据插补处理提高数据质量。选取2005年9月淹水期间的数据。分六个阶段进行分析。得到以下结果：（1）在半小时尺度上,在淹水期表观量子效率α随着土壤含水量SWC上升而降低;在未淹水期最大。为-0．0023μmolphoton^-1;退水期最低,为-0．00122mgCO2μmolphoton^-1,退水后恢复到-0,00168mgCO2μmolphoton^-1;α在淹水中2期降低速率最大,在整个淹水期间α的恢复速率是大于降低速率的。（2）生态系统总初级生产力（GEP）在淹水后不断降低．耒淹水期为8．0gCm^-2day^-1．退水后为4．7gCm^-2day^-1,在淹水中2期降幅是最大的达到了16％。（3）生态系统呼吸（Reco）在完全被水淹的第一天降到最低,仅为2．2gCm^-2day^-1;由于温度的影响其变化规律比较复杂。在淹水中2期的变化幅度是最大的;退水后Reco为4．2gCm^-2day^-1恢复到来淹水前的87％。（4）淹水期净生态系统CO2交换量（NEE）的变化表现为先上升后下降的趋势,在淹水中1期最大为-4．2gCm^-2day^-1。退水后最低。为0．6gCm^-2day^-1是未淹水前的17％。