Fluctuations of Population Size and Structure in the Northern Mole Vole: Preliminary Analysis

Long-term stationary studies on the ecology of the northern mole vole (Ellobius talpinus Pall.), performed by the mark–recapture method from 1985 to 1997, have provided original data on population dynamics and structure. The analysis shows that, to reveal cyclic fluctuations of population size in this species, the period of three years should be taken as a unit of time for estimating the duration of one phase. The 12-year population cycle in E. talpinus has four distinct phases: an increase, a peak, a decline, and a minimum. At each phase, the population is characterized by certain features of family structure, age composition, birth and death rates, and the composition of migrants.     

Factors affecting river health and its assessment over broad geographic ranges: the Western Australian experience

AusRivAS is an Australia-wide program that measures river condition using predictive models to compare the macroinvertebrate families occurring at a river site with those expected if the site were in natural condition. Results of assessment of 685 sites across all major rivers in Western Australia are presented. Most rivers were in relatively natural condition in the northern half of the state where the human population is low and pastoralism is the major land use. In the south, where the human population is higher and agriculture is more intensive, rivers were mostly more disturbed. AusRivAS assessment produced some erroneous results in rivers of the south-west cropping zone because of the lack of appropriate reference site groups and biased distribution of sampling sites. Collecting low numbers of animals from many forested streams, because of low stream productivity and samples that were difficult to sort, also affected assessments. Overall, however, AusRivAs assessment identified catchment processes that were inimical to river health. These processes included salinisation, high nutrient and organic loads, erosion and loss of riparian vegetation. River regulation, channel modification and fire were also associated with river degradation. As is the case with other assessment methods, one-off sampling at individual sites using AusRivAS may be misleading. Seasonal drought, in particular, may make it difficult to relate conditions at the time of sampling to longer-term river health. AusRivAS has shown river condition in Western Australia is not markedly different from other parts of Australia which, as a whole, lacks the substantial segments of severely degraded river systems reported in England.     

成都市大气颗粒物粒径分布及其对能见度的影响

使用环境颗粒物分析仪（GRIMM180）对成都市2018年10月—2019年9月0.25~32 μm的大气颗粒物数浓度粒径分布进行观测,结合细颗粒物（PM_2.5）质量浓度以及相对湿度（RH）、能见度、降水量等气象要素数据,分析了成都市大气颗粒物粒径分布及其与能见度的关系.结果表明,观测期间成都市大气颗粒物以细粒子为主,0.25~0.5 μm的粒子数浓度占总数浓度的97.75%,数浓度谱呈单峰分布,2018年秋季、2019年夏季表面积谱呈双峰分布,2018年冬季、2019年春季表面积谱呈三峰,体积谱均为三峰分布;在不同RH区间,PM_2.5质量浓度及数浓度均与能见度呈负相关,且其中0.25~0.5 μm粒径段的细颗粒物因为对可见光波段的米散射效应而对能见度产生较大影响;在不同RH情况下,不同粒径段颗粒物数浓度对能见度的影响程度有所差别：在低RH（<70%）下,0.25~0.3 μm粒径段粒子数浓度对能见度影响最大;在中等RH（70%~80%）下,0.3~0.5 μm粒径段粒子数浓度对能见度的影响最大;而在高RH（>80%）下,0.3~0.5 μm和0.5~1 μm粒径段粒子数浓度对能见度影响相当.     

雨水管道沉积物中典型无机氮的干期粒径分布

以南京江北新区分流制雨水管道沉积物为研究对象,考察不同粒径沉积物中铵态氮（NH₃-N）和硝态氮（NO₃^--N）干期分布特征,分析其随干期长度的变化关系,并探讨沉积物理化性质及微生物菌群结构对NH₃-N和NO₃^--N干期分布的影响.结果表明：粒径≤0.075mm的沉积物中NH₃-N占比最高（交通区30.8%,商业区36.7%）;交通区粒径≤0.075mm的沉积物中NO₃^--N占比最高（33.0%）,而商业区粒径0.075~0.15mm沉积物中NO₃^--N占比最高（34.4%）;干期长度与交通区0.075~0.15mm粒径段的沉积物中NO₃^--N含量及商业区粒径≥0.3mm的沉积物中NH₃-N含量之间的相关性均最显著;雨水管道沉积物中NH₃-N和NO₃^--N的干期分布与O-H和N-H等官能团、表面极性和亲水性、微观形貌等有一定关联;交通区雨水管道沉积物中Gemmobacter等反硝化优势菌种（相对丰度总和为20.15%）对NO₃^--N干期分布影响更显著.     

海绵城市地块汇水区颗粒污染物的传输

目前我国海绵工程建设多集中在地块汇水区单元内开展,通过多个低影响开发(LID)设施协同完成地表径流水质水量的调控,但基于地块汇水区尺度下城市面源污染的产生和控制效果鲜有报道.本研究比较分析了不同硬化率地块汇水单元内的面源颗粒污染物晴天累积、降雨冲刷、地表径流及径流输出负荷状况.结果表明,地块汇水单元内硬质路面是面源颗粒污染物贡献的最主要的下垫面类型,中硬化率(61.1%)地块和高硬化率(73.6%)地块路面街尘累积量分别约占汇水区单元的88.4%(2.22～12.51 g·m~(-2))和90.1%(4.99～33.43 g·m~(-2)),对径流SS的输出贡献比率分别约为91.7%(0.97～7.34 g·m~(-2))和90.5%(0.92～18.77 g·m~(-2)),降雨径流SS污染负荷占比分别约为95.2%和83.1%,经LID设施处理后输出径流污染负荷约为地表径流的24.0%和40.2%.硬质路面的街尘晴天累积及降雨冲刷以150μm为主,地表径流及输出径流则以50μm粒径段为主,同时地块不透水比例的增加,细粒径(105μm)颗粒物的累积及冲刷分布增大(24.4%和106.4%),而粒径50μm的颗粒物在路面径流中的分布减小(12.4%).屋面的街尘累积、冲刷及降雨径流的粒径分布状况与硬质路面大致相似,但中硬化率地块(1 000μm)和高硬化率地块(250～450μm、45μm)在3个粒径段范围的颗粒物累积和冲刷相较于路面街尘粒径分布明显增加(1 000μm:58.1%和108.5%; 250～450μm:72.9%和41.8%;45μm:59.2%和64.8%).以上结果揭示了颗粒污染物在地块汇水区尺度下的污染全过程(累积-冲刷-输出)分布及LID设施对地块整体SS污染负荷的控制效果,可为地块汇水单元内LID设施工程绩效的科学评估提供重要参考.     

Large pore size polyacrylonitrile membrane for ultrafiltration

ＩｎｔｒｏｄｕｃｔｉｏｎＩｎｒｅｃｅｎｔｙｅａｒｓ,ｔｈｅｔｅｃｈｎｉｑｕｅｆｏｒｕｌｔｒａｆｉｌｔｒａｔｉｏｎｈａｓｇａｉｎｅｄｒａｐｉｄｄｅｖｅｌｏｐｍｅｎｔ.Ｍｏｒｅａｎｄｍｏｒｅｋｉｎｄｓｏｆｍｅｍｂｒａｎｅｓａｒｅｓｔｕｄｉｅｄａｎｄｍａｎｕｆａｃｔｕｒｅｄ ,ａｎｄａｌａｒｇｅ ｓｃａｌｅｉｎｄｕｓｔｒｉａｌａｐｐｌｉｃａｔｉｏｎｈａｓｂｅｅｎｇｒｏｗｎ .ＰＡＮｐｏｌｙｍｅｒｉｓｅｘｔｅｎｓｉｖｅｌｙｕｓｅｄｔｏｐｒｅｐａｒｅＵＦｍｅｍｂｒａｎｅｓ(Ｓｔｏｉｋｏ,1 991 ) .Ｉｔｓｈｙｄｒｏｐ…     

介质粒径对复三维电极-生物膜脱硝反应器的影响

研究了无烟煤作填充介质时其粒径对复三维电极 生物膜反应器脱硝效果的影响 .选择了两种具有代表性的无烟煤粒径 :平均粒径D分别为 1 9mm和 4 0mm .研究了两种粒径介质的反应器出水中的NO-3 N、NO-2 N、pH变化 ,并对电流效率及处理负荷进行了对比 .结果表明在一定电流下 ,两反应器的NO-3 N去除率均能达到 98%;在同样操作条件下 ,D为 1 9mm反应器的脱硝能力优于D为 4 0mm反应器 ,前者比后者对水中NO-3 N的去除率高 10 %左右 .D为 1 9mm反应器的NO-3 N最高容积负荷、NO-3 N最高电极负荷、电流效率分别为 0 0 15kg (m3 ·h)、0 0 37mg (cm2 ·h)、36 0 %,均高于D为 4 0mm反应器约 10 %.以小粒径无烟煤为介质的反应器的生物量明显高于大粒径介质反应器 .     

孔板结构脱硫脱水性能的试验研究

通过真实规模的试验台对应用于烟气湿法脱硫洗涤塔中的孔板结构进行了脱硫、脱水效果的试验研究 ,得出了孔板结构与其他结构的脱硫效率间的差异 ,比较了不同结构孔板的脱水效率 ,并进行了理论分析     

膜生物反应器膜污染的水力学控制实验研究

叙述了膜污染是影响膜-生物反应器处理技术推广应用的关键因素，采用水动力学方法是控制膜污染的有效方法。在不同污泥浓度条件下。对不同曝气强度下膜污染的发展速率及其形成机理进行了试验研究，研究结果表明：对应于不同污泥浓度均存在一个经济曝气强度，其大小随污泥浓度升高呈线性增加，膜生物反应器在经济曝气强度条件下运行可控制膜污染的发展；并从理论上推导出一个临界污泥浓度，其值为5．15g／L。对应于临界污泥浓度，并且污泥絮体在膜面可形成比较稳定的动态膜，膜过滤压差上升的速率最慢，膜生物反应器在此临界污泥浓度条件下运行膜污染发展最为缓慢。     

空气及蚊香燃烧产生的亚微米气溶胶的粒径谱

蚊香烟雾是一类常见的影响人类健康的气溶胶。利用高分辨的静电扫描粒径谱仪,研究了实验室内外空气及室内蚊香燃烧产生的亚微米气溶胶(14～723nm)的粒径分布特征及衰减情况。实验表明,实验室内、外亚微米气溶胶的数浓度分别在1.09×104～4.45×104cm-3,1.15×104～3.56×104cm-3范围内。蚊香燃烧产生的亚微米气溶胶的数量中值粒径、表面积中值粒径及体积中值粒径分别为80nm、148nm和230nm。点燃蚊香15min产生的气溶胶恢复到背景水平需要1～2h。