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1、报名序号,论文名称,所属行业领域,发表杂志名称与类别(中文核心/EI/SCI/会议),论文影响因子(SCI),论文是否有基金支持(基金名称),论文他引次数,论文摘要,关键词,参赛人姓名,参赛人学校,参赛人作者排名,参赛人学历,专家评分2015L01,Characterization of the anaerobic denitrification bacterium Acinetobacter sp. SZ28 and its application for groundwater treatment,城市供水,Bioresource Technology SCI,4.494,the Nati
2、onal Key TechnologyResearch and Development Program of the Ministry of Scienceand Technology of China (2012BAC04B02);OpenProject of State Key Laboratory of Urban Water Resource andEnvironment, Harbin Institute of Technology (QA201518) ; theKey Laboratory of the Education Department of Shan Xi Provin
3、ce(12JS051).,0,Acinetobacter sp. SZ28 exhibited efficient autotrophic denitrification ability using Mn2+ as an electrondonor. Sequence amplification identified the presence of the nirS gene. Meteorological chromatographyanalysis showed that N2 was produced as an end product. Response surface methodo
4、logy experimentsshowed that the maximum removal of nitrate occurred under the following conditions: Mn2+ concentrationof 143.56 mg/L, C/N ratio of 6.82, initial pH of 5.17, and temperature of 34.26 C, where the initialMn2+ concentration produced the largest effect. In the groundwater experiment, nit
5、rate levels decreasedfrom 1.63 mg/L to 0 mg/L. Three-dimensional fluorescence analysis showed a decrease in the peak intensityof the original humus. Humus and the small-molecule amino acid tryptophan were detected. Theseresults demonstrated that strain SZ28 is a suitable candidate for the simultaneo
6、us removal of nitrogenand Mn2+ in groundwater treatment.,Anaerobic Mn2+ oxidizing denitrifier(AMOD);Nitrate removal;Acinetobacter; sp.Optimization,郑胜晨,西安建筑科技大学,第二,硕士研究生,2015L02,Morphology-tunable ultrafine metal oxide nanostructures uniformly grown on graphene and their applications in photo-Fenton
7、system,城市供水;设备、装备、药剂、材料,NanoscaleSCI,7.394,the National Natural ScienceFoundation of China (no. 51208140 and 51208172);the FundamentalResearch Funds for the Central Universities (no. HIT.NSRIF. 2015093);the State Key Laboratory of Urban WaterResource and Environment, Harbin Institute of Technology(n
8、o. 2013DX03);the Heilongjiang Postdoctoral Special Fund(no. LBH-TZ0409); the Postdoctoral Scientific ResearchDevelopmental Fund of Heilongjiang Province (no. LBH-Q14070).,0,Hybrid nanostructures of low-dimensional metal oxide (MO) semiconductors based on two-dimensional(2D) graphene nanosheets have
9、been considered as one of the most promising nanomaterials for anextensive variety of applications. Unfortunately, it is still challenging to rationally design and fabricate MO/graphene hybrids with highly controllable nanostructures and desirable properties, which are of paramountimportance for pra
10、ctical applications. Here, we report a novel, facile and “green” glycerol-mediatedself-assembly method, using -Fe2O3 semiconductor as an illustrative example, for the controlled growthof MO with a well-defined nanostructure on 2D graphene nanosheets. Based on this new method, wefirst demonstrate the
11、 ability to exquisitely tune the -Fe2O3 nanostructure from zero-dimensionalquantum dots (3.2 nm) to one-dimensional mesoporous nanorods, and eventually to 2D mesoporousnanosheets over the entire surface of graphene nanosheets. A possible formation mechanism has beenproposed based on the systematic i
12、nvestigation of the morphological evolution and growth processes of-Fe2O3 on graphene. The as-synthesized samples exhibit excellent performance for the photo-Fentontreatment of polluted water at neutral pH under visible light irradiation. Moreover, TiO2 and Fe3O4quantum dots (5.2 and 3.3 nm, respect
13、ively) ultradispersed on graphene are also successfully synthesizedby this method, demonstrating its versatility for the rational fabrication of novel MO/graphenehybrids with huge potential applications.,赤铁矿;石墨烯;光催化剂;可控制备;污染物去除,邵鹏辉,哈尔滨工业大学,第一,博士研究生,2015L03,Optimization of Low Impact Development Faci
14、lities in Beijing CITIC Complex,城市排水;管网,“International Low Impact Development Conference 2015”会议论文,无,无,0,Phase I project of Beijing CITIC Complex was completed in 2010. Its pipelinedrainage system was built to convey 1 year storm event. But the new regulationheightened the design standard to 3 years
15、 for any new development. Phases II and IIIprojects upstream of Phase I project site are under planning, and their conveyancesystem connect to the drainage system built for Phase I project. Therefore thebottleneck is how to convey the runoff of 3 year storm event without causingdownstream flooding.
16、This paper discusses various solutions including constructionof underground detention tanks and low impact development (LID) facilities. Theperformances of various combinations of LID facilities and detention facilities wereevaluated by SWMM model. The total cost including construction, operation an
17、dmaintenance for each combination is also calculated. The optimal schemes werefinally decided in favor of the LID facility deployment without undergrounddetention tank based on the performance and cost. The types of LID facilities and theconfigurations are also identified.,Depressive green field, de
18、tention tank, optimization, SWMM,陈秉楠,深圳大学,第一,硕士研究生,2015L04,Applying New Features of Low Impact Development Techniques in the Master Planning of Guangzhou Educational Town,城市排水;管网,“International Low Impact Development Conference 2015”会议论文,无,无,0,This study discusses the low impact development (LID) fa
19、cilities planning of the Guangzhou Educational Town in China. The entire project site will deploy LID facilities to reduce the flood risk and non-point pollution, and to utilize the rainwater. In addition to traditional LID facilities, two newly developed LID features such as gravel infiltration ret
20、ention system on the top of underground garages and depressive green field are used at the first time. The different LID configurations were classified as low and high density LID schemes. SWMM model was used to stimulate runoffs with and without LID deployment. The simulation results show that depl
21、oying low and high density LID configurations can improve the pipeline drainage system from handling 5-year design storm event to 10 and 20-year storm events, respectively. Based on the economic analysis, high density LID configuration was used in the master plan.,low impact development facility, de
22、pressive green field, gravel infiltration retention system, master plan, SWMM model.,李涛,深圳大学,第一,硕士研究生,2015L05,反硝化颗粒污泥反应器的启动试验研究,城市排水 ;工业废水 ;污泥处理,中国给水排水中文核心,无,无,0,在SBR反应器中!以絮状污泥为接种污泥、醋酸钠为碳源!利用逐渐缩短沉淀时间的水力选择方法培养具有反硝化功能的颗粒污泥。 研究结果表明:反应器运行30 d时,获得成熟的反硝化颗粒污泥!该颗粒污泥颜色为淡黄色或白色、平均粒径为0.2 mm,沉速在15-25 m/h之间,反应器中污
23、泥的SVI值在50 mL/g以下;反应器运行50 d期间,对氮的去除率在95%以上,对COD的去除率在90%左右,颗粒污泥最大反硝化速率高达69.54 mgN/(gh),该颗粒污泥反应器具有较强的脱氮能力。,反硝化;颗粒污泥;水力选择,刘思琪,武汉理工大学,第一,大学本科生,2015L06,超滤/反渗透组合工艺用于矿井水深度处理回用,城市排水 ;工业废水 ;污泥处理,中国给水排水中文核心,无,无,0,超滤(UF)/反渗透(RO)作为高矿化度矿井水处理的主体工艺,可以有效提高出水水质。 银洞沟煤矿矿井水采用UF/RO组合工艺!其处理水量为2000 m3/d,出水水质达到生活饮用水水质标准,满足了
24、矿区生产和居民生活用水需要。介绍了该工程工艺流程、各处理构筑物设计参数及技术特点,为类似矿区废水回用设计提供可借鉴的经验,同时为水资源匮乏地区开辟第二水源提供一种较好的方案。,矿井水;超滤;反渗透,刘思琪,武汉理工大学,第一,大学本科,2015L07,黄水与醋酸钠混合碳源颗粒污泥脱氮除磷试验研究,城市排水 ;工业废水 ;污泥处理,中国给水排水中文核心,无,国家自然科学基金课题(21407114);旱区地下水文与生态效应教育部重点实验室资助项目,0,以白酒废水黄水作为脱氮除磷的碳源有利于以废治废节能降耗。本实验在SBR反应器中,以具有同步脱氮除磷的颗粒污泥为对象,黄水(300mg/L)和醋酸钠(
25、100mg/L)作为进水碳源时,研究颗粒污泥氮和磷的去除效果,并进一步分析内在机理。试验结果表明:污泥粒径主要在0.91.3mm之间,沉速主要在3060m/h之间,污泥颜色较深,周围粘性物质较多,部分颗粒污泥解体;NH4+-N去除率为98.05%以上,试验后期出水NO3-N在4.4418.82mg/L之间,P平均去除率由94.02%降低为51.26%;COD最大降解速率在122.30mgCOD /(gSSh)以上,最大释磷速率由14.39 mgPO43-P/(gVSSh)下降到3.29mgPO43-P /(gVSSh),最大吸磷速率由5.99mgPO43-P/(gVSSh)下降到2.47 mg
26、PO43-P /(gVSSh),碳源不足导致反硝化不完全;颗粒污泥中TP的含量为3.3-4.04%,其中胞外EPS中TP占污泥TP的49.25%,EPS的含量仅为17.33mg/gSS,EPS中蛋白质和总糖分别占56.94%和20.02%。,黄水;碳源;脱氮除磷;颗粒污泥,刘思琪,重庆大学,武汉理工大学,第一,大学本科,2015L08,Degradation of Rhodamine B by Ultrasound/Fenton-Like Reagent,设备、装备、药剂、材料,Asian Journal of Chemistry SCI,0.355,the financial support
27、 providedby the National Natural Science Foundation of China (ProjectNo.NSFC, 51174090); Hunan Provincial Natural ScienceFoundation of China (12JJ8007) ; Scientific Research Fund ofHunan Provincial Education Department, China (No. 10K027),0,The catalytic oxidation of Rhodamine B using the ultrasound
28、/Fenton-like process was investigated. 11.3 % of Rhodamine B using theultrasound process and 50.1 % of Rhodamine B using Fenton-like process were obtained in 90 min. While the degradation of of RhodamineB using ultrasound/Fenton-like process was 99.2 % obtained in 90 min. During the ultrasound/Fento
29、n-like process, parameters affectingultrasound degradation degree such as reaction time, pH, dosage of H2O2 and the dosage of Cr6+ were examined under the sound powerwas 250 W and the ultrasound frequency was fixed at 45 kHz. The results showed that after 90 min, the degradation degree could reach98
30、.1 % under the optimum conditions, when the initial pH value of the model dye was 3, the dosage of H2O2 was 11 uL and the dosage ofCr6+ was 0.8 mmol. In addition, the importance of the parameters on degradation degree was investigated by the model. The degradationdegree was enhanced significantly as
31、 listed herein decreasing order of effectiveness: H2O2 dosage Cr6+ dosage Time pH.,Degradation; Rhodamine B; Synergistic effect;Ultrasound; k-Means clustering algorithm,张伟,湖南科技大学,第二,硕士研究生,2015L09,Preparation of polymeric phosphate aluminum-ferric chloride(PPAFC) and its application in humic acid rem
32、oval,设备、装备、药剂、材料,Journal of Chemical and Pharmaceutical ResearchEI,无,by the National Natural Science Foundation of China (Project,0,Polymeric phosphate aluminum-ferric chloride (PPAFC) in this study was prepared. In order to obtain the optimumconditions for preparation of PPAFC, resulting in a bette
33、r turbidity removal efficiency, parameters such as the molarratio of Al/Fe, P/(Al+Fe), OH/(Al+Fe) as well as the reaction temperature were examined. Results showed that theoptimal synthetic conditions were Al/Fe of 6:4, P/(Al+ Fe) of 1:6, OH/(Al+Fe) of 0.6 and reaction temperature of50 C. Under this
34、 condition, the maximum removal efficiency of turbidity of 99.7% could be achieved. PPAFC wascharacterized by the infrared spectroscopy (IR spectroscopy) and scanning electron microscopy (SEM). The effectsof PPAFC dosage, pH value, initial concentration of humic acid and anions SO42- on humic acid r
35、emoval werestudied, which indicated that the maximum removal efficiency of humic acid was 99.1% with the optimum flocculantdosage at pH 4.0, and that there was no anions coexisted.,Polymeric phosphate aluminum-ferric chloride;Humic acid; Flocculant;Turbidity; Water treatment,张伟,湖南科技大学,第二,硕士研究生,2015L
36、10,Preparation of polymeric phosphate aluminum-ferric chloride(PPAFC) and response surface methodology approach to optimize coagulation-flocculation process,设备、装备、药剂、材料,Journal of Chemical and Pharmaceutical ResearchEI,无,the National Natural Science Foundation-funded Project of China (51174090); Hun
37、anProvincial Natural Science Foundation of China(12JJ8007);Hunan University of Science and Technology ResearchProject(E51395),0,A composite flocculant, polymeric phosphate-aluminum ferric chloride (PPAFC), in this study was synthesizedthrough hydrolytic polymerization of PAC, FeCl3.6H2O and Na2HPO4,
38、 which was used to coagulate humic acid.Scanning Electron Microscope (SEM) was employed to characterize the PPAFC. Humic acid being an importantcomponent of the aquatic environment has posed a potential threat to human health thus receiving wide attention.Therefore, the purpose of this study was als
39、o focused on removing humic acid from water by thecoagulation-flocculation process, especially with the PPAFC. Since the flocculation performance was oftendetermined both by the added flocculants and the operational parameters such as rapidly mixing time, rapidlymixing speed and pH, the response sur
40、face methodology (RSM) with humic acid removal efficiency as responsevalue, was herein used to analyze the mutual effects of these parameters so that a better flocculation efficiency couldbe obtained under an optimum conditions. As a result, the RSM model was significant and for flocculation at arap
41、idly mixing time, pH and rapidly mixing speed of 2 min, 7.07 and 350 rpm, respectively, the humic acid removalefficiency was 94.28%.,Flocculant;polymeric phosphate-aluminum ferric chloride; humic acid; response surface methodology,张伟,湖南科技大学,第二,硕士研究生,2015L11,道路雨水污染控制与利用系统研究,城市排水,中国给水排水中文核心,无,国家自然科学基金
42、资助项目( 51308123) ; 福州大学科技发展基金资助项目( 2013 XY 25) ;福州大学人才基金资助项目( XC 1266),0,针对我国城市水资源短缺而城市内涝灾害严重、道路雨水对环境污染大等问题,进行道路雨水污染控制及利用研究具有重要意义。以上海市浦东新区一道路雨水污染控制与利用系统为实例,研究了该系统对城市道路雨水( 包括初期雨水) 的处理和利用情况。结果发现,该系统对道路雨水中污染物的去除效果良好,出水各项水质指标均能达到地表水环境质量标准( GB38382002) ,其对悬浮物、电导率、COD、NH3 N、TN、TP 的平均去除率可分别达到 80% 、64% 、93 9
43、% 、99 76% 、91 56% 、68 75% 。最后提出了道路雨水宜以就地收集、就地处理、就地利用的原则,通过简易而有效的过滤、旋流分离、沉淀等处理后加以储存,就地用于道路浇洒清洗、绿化浇灌及消防临时用水等,有效缓解了道路雨水对环境的污染,同时节约了水资源,为道路雨水污染控制与资源化利用提供了新的思路,具有一定的工程借鉴意义,道路雨水; 初期雨水; 雨水利用,陈丽茹,福州大学,硕士研究生,第一,2015L12,Influence of KMnO4 preoxidation on ultrafiltration performance and membrane material chara
44、cteristics,城市供水,Journal ofMembraneScience SCI,5.056,theNationalNaturalScience FoundationofChina(Project51438006);FundamentalResearchFundsfortheCentralUniversities(Project2014B07714);AProjectFundedbythePriorityAcademicProgramDevelop-ment ofJiangsuHigherEducationInstitutions,0,This studyinvestigatedth
45、eeffectofpreoxidationontheultrafiltration (UF)process.Influent toaUFsystemwasoxidizedbycontinuouslydosingitwithpotassiumpermanganate(KMnO4) priortoultrafiltration. TheoptimaldoseofKMnO4 wasfoundtobe0.4mg/Lconsideringthecontrolofbothtransmembranepressure(TMP)andtheconcentrationofmanganeseintheeffluen
46、t. Theremovalofnatural organicmatterwasbetterintheUFsystemthatincludedKMnO4 preoxidationthanintheUFsystemwithoutpreoxidation.KMnO4 pretreatmentreducedthehydrophilicityofthemembranetoaggravatemembranefouling,andincreasedthehydrophilicityoforganicmattertoalleviatemembranefouling. Thecalculatedinteract
47、ionenergyindicatedthatKMnO4 pretreatmentalleviatedmembranefouling. ThelongperiodoperationofKMnO4/UF systemwasusedtoinvestigatethevariationofmembrane materialcharacteristicsduetoKMnO4 oxidation.Membraneporesizenarrowedduringlongterm operationoftheUFsystemwithpreoxidation,whichenhancedthestabilityofth
48、issystem.Tensilestrength ofthemembranematerialusedintheUFsystemwithpreoxidationdecreased,buthadlittleeffect onthestabilityoftheUFsystem,whichuseda fixedmembranemodule.,Potassium permanganate;Preoxidation;Ultrafiltration;Membrane material,鲁子健,河海大学, 第一,硕士研究生,2015L13,UV-initiated polymerization of hydr
49、ophobically associating cationic flocculants: Synthesis, characterization, and dewatering properties,污泥处理;设备、装备、药剂、材料,Chemical Engineering JournalSCI,4.058,the National Natural ScienceFoundation of China (Project Nos. 21177164 and 51078366),6,A new composite flocculant was synthesized by the copolym
50、erization of acrylamide (AM), acryloyloxyethyltrimethylammonium chloride (DAC), and butylacrylate (BA) under ultraviolet (UV) radiation with2,20-azobis(2-methylpropionamide) dihydrochloride (V-50) as photo-initiator. This flocculant was namedP(AMDACBA). Nuclear magnetic resonance hydrogen spectrosco
51、py (1H NMR), Fourier-transforminfrared spectroscopy (FTIR), and scanning electron microscopy (SEM) were used to observe the structureand morphology of P(AMDACBA). Parameters affecting the intrinsic viscosity (g) and conversion ofP(AMDACBA), such as monomer concentration, photo-initiator concentratio
52、n, pH, illumination time,and incident light intensity in a quartz or glass reactor were examined. Results showed that the optimumconditions were 30 wt% total monomers, 2.0 wt% hydrophobic monomer, 0.5 wtphoto-initiator, pH 4.4,100 min of illumination time, and 1160 lWcm 2 incident light intensity. T
53、o study the dewateringperformance of P(AMDACBA), the textile sewage sludge dewatering was evaluated by measuring boththe residual turbidity and moisture content of the filter cake. At 50 mg L 1 P(AMDACBA) and pH 11.6,the residual turbidity of the supernatant and moisture content of the dewatered fil
54、ter cake reached5.5 NTU and 73.2%, respectively. Dewatering tests demonstrated the superiority of P(AMDACBA) flocculantsynthesized in the quartz reactor over that synthesized in the glass reactor.,Acrylamide;Photopolymerization;Intrinsic viscosity;Flocculant;Dewaterability,孙永军,重庆大学,第二,博士研究生,2015L14,
55、Seeking Sustainability: Multiobjective Evolutionary Optimization forUrban Wastewater Reuse in China,城市排水,Environment Science and TechnologySCI,5.481,the National NaturalScience Foundation of China (No. 51322901), the researchfund provided by the National Basic Research Program ofChina (973 program,
56、No. 2010CB429006), Research Fund forinnovation team of Ministry of Education (IRT13061), and theFundamental Research Funds for the Central Universities 536(2013B5314).,2,Sustainable design and implementation ofwastewater reuse in China have to achieve an optimumcompromise among water resources augme
57、nting, pollutantsreduction and economic profit. A systematic framework with amultiobjective optimization model is first developed consideringthe trade-offs among wastewater reuse supplies anddemands, costs and profits, as well as pollutants reduction.Pareto fronts of wastewater reuse optimization fo
58、r 31provinces of China are obtained through nondominatedsorting genetic algorithm trials. The control strategies foreach province are selected on the basis of regional waterresources and water environment status. On the national level,the control strategies of wastewater reuse scale, BOD5reduction,
59、and economic profit are 15.39 billion cubic meters, 176.31 kilotons, and 9.68 billion RMB Yuan, respectively. Thedriving forces of water resources augmenting and water pollution control play more important roles than economic profit duringwastewater reuse expanding in China. According to the optimal
60、 allocations, reclaimed wastewater should be intensively used inmunicipal, domestic, and recreative sectors in the regions suffering from quantity-related water scarcity, while it should befocused on industrial users in the regions suffering from quality-related water scarcity. The results present a
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