上海市电子废弃物产生量预测与回收网络建立

以上海市为例,利用无容量限制的设施选址模型(UFCLP模型)建立了上海市电子废弃物(WEEE)回收网络,同时,为获得模型求解所需数据,根据1991～2012年的销售量对上海市2010～2017年彩电、冰箱、洗衣机、空调和电脑的废弃量进行了预测.结果表明,5种电子产品的总废弃量会从2010年的269.49×104台增至2017年的635.75×104台.最后,依据区域GDP、人口密度和区域面积等多因素对电子废弃物空间分布量进行了预测,并以此为基础选取了214个回收站候选点,使用SITATION软件对UFCLP模型进行求解,最终确定10个点作为拟建回收点,可实现未来上海市约76%的电子废弃物回收.该网络的建立对长三角地区和全国大中型城市电子废弃物回收都具有良好的示范作用.     

不溶性淀粉黄原酸酯的制备及其处理含铬废水的研究

以玉米淀粉为原料,环氧氯丙烷为交联剂制备交联淀粉,通过正交试验优化了制备工艺条件;用交联淀粉制备不溶性淀粉黄原酸酯（ISX）,通过正交试验优化了ISX制备的工艺条件。研究表明,制备的ISX对模拟含铬废水中铬（VI）的去除率最高可达99%以上。     

清洁发展机制项目运作关键问题分析与管理对策研究

清洁发展机制（CDM）项目要想能够顺利通过一系列审查并最终获得减排量,需要特别重视项目运作流程中的关键环节。针对中国CDM项目审批数量少,通过率低,耗费时间长等问题,本文在分析CDM内涵及项目运作流程的基础上,指出了中国CDM项目运作中面临的主要问题,提出了相应的管理对策与建议,期望能够为中国推进CDM项目实施提供帮助。     

汶川MS8.0地震前青海地区数字化水温(地温)异常变化分析

介绍了青海地区十个数字化水温井、六个数字化地温井的水温(地温)观测概况。经研究发现,2008年汶川MS8.0地震前,乐都和民和两个井孔出现了中期趋势异常,西宁、乐都和德令哈三个井孔出现了短临异常;从地域来看,异常测点主要集中于西宁-民和断陷盆地内,该区域其它两个正常运行的井孔没有异常,可能和探头与密闭套管末端间的距离过大有关。另外,笔者认为,西宁、乐都、民和井所表现出的中期和短临异常,可能与汶川地震的孕震过程密切相关。     

唐海县咸(海)水入侵调查与防治方法探讨

随着高耗水农业的快速发展,城镇人口的急剧增加,加上持续的干旱,唐海县地下水长期处于超采状态,引起上覆咸水侵染地下淡水。分析1989—1998与2008年深层地下水氯离子浓度变化、1981—2007年咸水顶板埋深变化以及全县工农业布局,将唐海县划分为咸(海)水入侵的高度敏感区、较敏感区、一般敏感区和不敏感区,并进一步提出遏制咸(海)水入侵的措施。     

A bioaugmentation failure caused by phage infection and weak biofilm formation ability

Two biological aerated filters (BAF) were setup for ammonia removal treatment of the circulation water in a marine aquaculture. One of the BAFs was bioaugmented with a heterotrophic nitrifying bacterium, Lutimonas sp. H10, where the ammonia removal was not improved and the massive inoculation was even followed by a nitrification breakdown from day 9 to 18. The nitrification was remained stable in control BAF operated under the same conditions. Fluorescent in situ hybridization (FISH) with rRNA-targeted probes and cultivable method revealed that Lutimonas sp. H10 almost disappeared from the bioaugomented BAF within 3 d, and this was mainly due to the infection of a specific phage as revealed by flask experiment, plaque assay and transmission electron observation. Analyses of 16S rRNA gene libraries showed that bacterial groups from two reactors evolved di erently and an overgrowth of protozoa was observed in the bioaugmented BAF. Therefore, phage infection and poor biofilm forming ability of the inoculated strain are the main reasons for bioaugmentation failure. In addition, grazing by protozoa of the bacteria might be the reason for the nitrification breakdown in bioaugmented BAF during day 9–18.     

Isolation of Cr(VI) reducing bacteria from industrial e uents and their potential use in bioremediation of chromium containing wastewater

The present study is aimed at assessing the ability of Bacillus sp.JDM-2-1 and Staphylococcus capitis to reduce hexavalent chromium into its trivalent form.Bacillus sp.JDM-2-1 could tolerate Cr(Ⅵ) (4800 μg/mL) and S.capitis could tolerate Cr(Ⅵ) (2800 μg/mL).Both organisms were able to resist Cd2+ (50 μg/mL),Cu2+ (200 μg/mL),Pb2+ (800 μg/mL),Hg2+ (50 μg/mL) and Ni2+ (4000 μg/mL).S.capitis resisted Zn2+ at 700 μg/mL while Bacillus sp.JDM-2-1 only showed resistance up to 50 μg/mL.Bacillus sp.JDM-2-1 and S.capitis showed optimum growth at pH 6 and 7,respectively,while both bacteria showed optimum growth at 37℃.Bacillus sp.JDM-2-1 and S.capitis could reduce 85% and 81% of hexavalent chromium from the medium after 96 h and were also capable of reducing hexavalent chromium 86% and 89%,respectively,from the industrial effluents after 144 h.Cell free extracts of Bacillus sp.JDM-2-1 and S.capitis showed reduction of 83% and 70% at concentration of 10 μg Cr(Ⅵ)/mL,respectively.The presence of an induced protein having molecular weight around 25 kDa in the presence of chromium points out a possible role of this protein in chromium reduction.The bacterial isolates can be exploited for bioremediation of hexavalent chromium containing wastes,since they seem to have the potential to reduce the toxic hexavalent form to its nontoxic trivalent form.     

含铬电镀废水的资源化处理

针对电镀厂产生的高浓度含铬废水,研究了硫化钠还原沉淀法回收电镀废水中的铬的可能性。讨论了pH、投药量、反应时间和搅拌速率等变量对铬回收效果的影响。结果表明:在pH1.6,工业硫化钠(60%)投加量为4.0g/L废水,搅拌速率170r/min和反应时间t=90min的条件下能够将原水中初始浓度为533.1mg/L的三价铬C(rⅢ)和530.0mg/L的六价铬[C(rⅥ)]分别降到42.9mg/L和0.01mg/L。此时铬渣中三氧化二铬(Cr2O3)含量为29.5%,满足回用要求。接下来,为了进一步去除残余的三价铬C(rⅢ),利用正交试验设计讨论了重金属捕集剂(FZ)对其去除的最佳条件。在上述条件下出水中总铬(TCr)浓度最终降到0.94mg/L。     

纤维改性硫酸亚铁还原铬渣水泥固化体研究

以浸出毒性、表面浸出率、抗日晒能力和抗压强度为指标考察了纤维改性硫酸亚铁还原铬渣水泥固化体的性能。实验结果表明：纤维改性硫酸亚铁还原铬渣水泥固化体养护7d和28d后的浸出毒性均低于国家标准、抗压强度均大于10MPa,可以做最终处置或进行综合利用;与普通铬渣水泥固化体相比,纤维改性硫酸亚铁还原铬渣水泥固化体在加入植物纤维为0．8g时的处理效果最好,浸出毒性、表面浸出率分别降低了76．I％和76．8％;抗日晒能力、抗压强度分别提高了36．4％和52．1％。     

焦作地区岩溶地下水铬(Ⅵ)污染过程研究

岩溶地下水是焦作市主要饮用水水源,受人类活动影响,局部地下水中铬(Ⅵ)浓度逐渐升高。利用氢氧稳定同位素在辨析不同水体水力联系方面的原理,结合不同水体的水化学组成,判定岩溶地下水中铬(Ⅵ)污染来源。结果表明,研究区岩溶地下水铬(Ⅵ)含量升高与粉煤灰有关,主要污染过程为含铬粉煤灰的灰水渗滤液借助凤凰山断层破碎带进入岩溶地下水G6,同时进入下游岩溶地下水G1,泉水、大气降水、河水以及土壤等不会引起岩溶地下水铬(Ⅵ)含量升高。