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71.
微藻处理养殖尾水已成为热点研究方向,有关一定盐度范围内海水养殖尾水的微藻处理研究较少。本试验调配了两种盐度(16和26)的海水养殖尾水,以空白组作对照,设置小球藻(Chlorella salina)初始接种密度梯度(5×105、1×106、2×106和3×106个/mL),研究小球藻对海水养殖尾水中不同形态氮和磷的去除效果。结果表明,小球藻在海水养殖尾水中生长良好,可有效去除尾水中的氮磷营养盐,16盐度组中各初始藻密度组对NH4+、NO3-和总溶解态氮(total dissolved nitrogen,TDN)的去除率分别为85.03%~85.87%、60.87%~63.70%和54.53%~57.64%,组间无显著差异(P>0.05);26盐度组中除5×105组外,其余藻密度组对NH4+、NO3-和TDN的去除率分别为87.23%~88.16%、56.70%~57.79%和53.31%~54.62%,且组间无显著差异(P>0.05),表明小球藻初始接种密度对尾水中氮盐的去除无显著影响。除5×105个/mL组外,16与26盐度组中对TDN的去除率无显著差异,表明盐度变化对氮的去除无影响。随着初始藻密度的升高,16和26处理组对总溶解态磷(total dissolved phosphorus,TDP)的去除率均上升,分别为76.13%~99.53%和63.72%~96.83%,表明藻初始接种密度的升高可促进尾水中磷的去除,且盐度升高没有影响小球藻对磷的去除。本研究获得了不同初始接种密度小球藻对一定盐度范围的海水养殖尾水的吸收利用特点,可为海水养殖尾水的生态化处理提供一定的理论基础。 相似文献
72.
Land reform and the new elite: Exclusion of the poor from communal land in Namaqualand, South Africa
The reserves and homelands across South Africa share a common history of policy interventions resulting in sedentarization, villagization and formalization of communal land use. In Namaqualand, such interventions culminated in the 1980s with attempts by the state and local vested interests to privatize the commons in the three largest Namaqualand reserves, including Leliefontein. This proposed privatization, although ostensibly aimed at averting land degradation and modernizing agricultural production, was as much about the apartheid state's broader strategy of co-option, and served to further long standing processes of class formation in the coloured communal areas of Namaqualand. In the post-apartheid period land reform has expanded the communal land-base in Namaqualand by over 25%. In spite of this, the management of the new commons in Leliefontein has many of the characteristics of land management policies imposed during apartheid. As a result, the new commons have effectively been arrogated by the same category of people who would have benefited under past privatization initiatives.This paper examines how the interests of a local elite have gained exclusive access to the new commonage farms. This has come about despite the government's commonage policy which privileges access by poorer, disadvantaged communal farmers. This case study uncovers the dynamic complexity of community driven land reform especially in relation to the roles of rural elites and their relationship to government institutions. 相似文献
73.
生物流化床处理废水的研究进展 总被引:1,自引:0,他引:1
生物流化床技术是普通活性污泥法和生物膜法相结合的废水生化处理技术.通过对近年国内外生物流化床技术的研究和应用现状的分析,文中从生物流化床类型、特性入手,对生物流化床技术的应用前景进行展望. 相似文献
74.
Relative role and extent of marine and groundwater inundation on a dune‐dominated barrier island under sea‐level rise scenarios 下载免费PDF全文
Climate change and sea‐level rise will have severe impacts on coastal water resources around the world. However, whereas the influence of marine inundation is well documented in the literature, the impact of groundwater inundation on coastal communities is not well known. Here, core analysis, groundwater monitoring, and ground penetrating radar are utilized to assess the groundwater regime of the surficial aquifer on Bogue Banks Barrier Island (USA). Then, geospatial techniques are used to assess the relative roles and extents of groundwater and marine inundation on the dune‐dominated barrier island under sea‐level rise scenarios of 0.2, 0.5, and 1.0 m above current conditions by 2100. Additionally, the effects of rising water tables on onsite wastewater treatment systems (OWTS) are modelled using the projected sea‐level rise scenarios. The results indicate that the surficial aquifer comprising fine to medium sands responds quickly to precipitation. Water‐level measurements reveal varying thicknesses of the vadose zone (>3 to 0 m) and several groundwater mounds with radial flow patterns. Results from projected sea‐level rise scenarios suggest that owing to aquifer properties and morphology of the island, groundwater inundation may occur at the same rate as marine inundation. Furthermore, the area inundated by groundwater may be as significant as that affected by marine inundation. The results also show that the proportion of land in the study area where OWTS may be perpetually compromised by rising water tables under worst case scenarios may range from ~43 to ~54% over an 86‐year‐period. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
75.
鄱阳湖流域赣江水系溶解态金属元素空间分布特征及污染来源 总被引:1,自引:2,他引:1
于2015年1月和7月在赣江干流和主要支流37个采样点共采集74个水样,分析赣江水系15种溶解态金属元素(Be、Al、V、Mn、Fe、Co、Ni、Cu、As、Mo、Cd、Sb、Tl、Pb、U)的空间分布特征和污染来源的贡献率.结果表明:多数水样的溶解态金属元素浓度符合水质标准,主要的超标元素是Fe,样品超标率为21.60%,其次为As(8.10%)、Mn(4.05%)、Tl(4.05%)和Al(1.35%).Be、Al、V、Fe、Co、Ni、Cu、U浓度在枯水期显著高于丰水期,其他元素差异不显著.依据溶解态金属元素的空间分布特征,赣江流域可分为3个区域:湘水、章水和赣江赣州市段(C1),桃江、袁水和锦江(C2),其他区域(C3);溶解态金属元素水平大小排序为C1C2C3,其中Be、Al、Cu、Mo、Sb、As浓度在C1最高,V、Mn、Fe、Ni、Cd浓度在C2最高.采矿废水、矿渣和农田土壤降雨淋滤、钢铁冶炼废水是赣江溶解金属元素的主要来源;Be、Al、Cu、Pb、U的污染源超过40%来自采矿废水,Cu、As、Mo、Cd的污染源超过35%来自矿渣和农田土壤降雨淋滤,V、Mn、Co、Ni的污染源超过41%来自钢铁冶炼废水. 相似文献
76.
77.
人工湿地中植物的作用 总被引:20,自引:0,他引:20
近20 a来,人工湿地系统由于具有独特的净化机理和功能而越来越多地被用于处理生活污水、工业废水和农业污水。人工湿地系统之所以受到国际上广泛的关注,这是由于它具有低能耗,低成本,运行费用少和操作简便等优势。湿地植物在人工湿地中起着非常重要的作用,不但可以直接摄取和利用污水中的营养物质、吸收富集污水中的重金属等有毒有害物质;而且还能输送氧气到根区,提供根区微生物生长、繁殖和降解过程中对氧的需求。通过详细阐述植物对水中营养元素的吸收作用,说明了植物在人工湿地处理污水中的重要性,并提出了一些改进人工湿地处理污水能力的设想以及人工湿地系统水生植物有待进一步研究的问题,研究结果可以为进一步优化人工湿地系统的设计提供参考。 相似文献
78.
孔石莼是一种大型潮间带绿藻,在去除氮磷营养盐方面已发挥显著作用,但目前尚不清楚其在净化高盐废水时的叶表微生态情况。本研究利用孔石莼处理高盐废水,通过高通量测序技术分析了孔石莼表面和废水中的微生物群落分布特征。研究结果表明:孔石莼表面的微生物多样性和微生物丰度均高于废水。孔石莼叶表优势菌属包括芽孢杆菌属Bacillus、微小杆菌属Exiguobacterium、虚构芽孢杆菌属Fictibacillus和短芽孢杆菌属Brevibacillus,其中芽孢杆菌属Bacillus最为丰富,占比超过整体的70%。废水中微生物以芽孢杆菌属Bacillus与微小杆菌属Exiguobacterium为主,二者占比总和超过整体的99%。相较于水体的流动性,孔石莼表面更利于微生物的生长与分布。 相似文献
79.
The Jordanian chabazite-phillipsite tuff and faujasite-phillipsite tuff have suitable mineralogical and technical properties that enable them to be used for ion-exchange processes. These include suitable grain size and total cation exchange capacity, acceptable zeolite content, good attrition resistance and high packed-bed density. The chabazite-phillipsite tuff (ZE1 and ZE2) has an excellent efficiency to remove Pb and an acceptable efficiency to remove Fe, Cu, Zn and Ni from effluent wastewater of a battery factory and other industries. The faujasite-phillipsite tuff (ZE3) is 6.97 times more efficient than the ZE1 and ZE2. A bed of ZE3 (1,000 kg) loaded in a 1.17-m3 column is capable of cleaning about 2,456 m3 of the effluent from the factory at a cost of US $200/ton. The wastewater is contaminated with 20 ppm Pb in the presence of competing ions including Ca (210 ppm), Na (1,950 ppm) and Fe (169 ppm). This quantity of wastewater is equivalent to 120 working days of effluent discharge from the factory at a flow rate of 20 m3/day. 相似文献
80.