1、報名序號,論文名稱,所屬行業(yè)領(lǐng)域,發(fā)表雜志名稱與類別（中文核心/EI/SCI/會議）,論文影響因子（SCI）,論文是否有基金支持（基金名稱）,論文他引次數(shù),論文摘要,關(guān)鍵詞,參賽人姓名,參賽人學(xué)校,參賽人作者排名,參賽人學(xué)歷,專家評分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,鄭勝晨,西安建筑科技大學(xué),第二,碩士研究生,2015L02,Morphology-tunable ultrafine metal oxide nanostructures uniformly grown on graphene and their applications in photo-Fenton

7、system,城市供水；設(shè)備、裝備、藥劑、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.,赤鐵礦；石墨烯；光催化劑；可控制備；污染物去除,邵鵬輝,哈爾濱工業(yè)大學(xué),第一,博士研究生,2015L03,Optimization of Low Impact Development Faci

14、lities in Beijing CITIC Complex,城市排水；管網(wǎng),“International Low Impact Development Conference 2015”會議論文,無,無,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,陳秉楠,深圳大學(xué),第一,碩士研究生,2015L04,Applying New Features of Low Impact Development Techniques in the Master Planning of Guangzhou Educational Town,城市排水；管網(wǎng),“International Low Impact Development Conference 2015”會議論文,無,無,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.,李濤,深圳大學(xué),第一,碩士研究生,2015L05,反硝化顆粒污泥反應(yīng)器的啟動試驗研究,城市排水 ；工業(yè)廢水 ；污泥處理,中國給水排水中文核心,無,無,0,在SBR反應(yīng)器中!以絮狀污泥為接種污泥、醋酸鈉為碳源!利用逐漸縮短沉淀時間的水力選擇方法培養(yǎng)具有反硝化功能的顆粒污泥。 研究結(jié)果表明：反應(yīng)器運行30 d時，獲得成熟的反硝化顆粒污泥!該顆粒污泥顏色為淡黃色或白色、平均粒徑為0.2 mm，沉速在15-25 m/h之間，反應(yīng)器中污

23、泥的SVI值在50 mL/g以下;反應(yīng)器運行50 d期間,對氮的去除率在95%以上，對COD的去除率在90%左右，顆粒污泥最大反硝化速率高達69.54 mgN/(gh)，該顆粒污泥反應(yīng)器具有較強的脫氮能力。,反硝化；顆粒污泥；水力選擇,劉思琪,武漢理工大學(xué),第一,大學(xué)本科生,2015L06,超濾/反滲透組合工藝用于礦井水深度處理回用,城市排水 ；工業(yè)廢水 ；污泥處理,中國給水排水中文核心,無,無,0,超濾（UF）/反滲透（RO）作為高礦化度礦井水處理的主體工藝，可以有效提高出水水質(zhì)。 銀洞溝煤礦礦井水采用UF/RO組合工藝!其處理水量為2000 m3/d,出水水質(zhì)達到生活飲用水水質(zhì)標(biāo)準(zhǔn)，滿足了

24、礦區(qū)生產(chǎn)和居民生活用水需要。介紹了該工程工藝流程、各處理構(gòu)筑物設(shè)計參數(shù)及技術(shù)特點，為類似礦區(qū)廢水回用設(shè)計提供可借鑒的經(jīng)驗，同時為水資源匱乏地區(qū)開辟第二水源提供一種較好的方案。,礦井水；超濾；反滲透,劉思琪,武漢理工大學(xué),第一,大學(xué)本科,2015L07,黃水與醋酸鈉混合碳源顆粒污泥脫氮除磷試驗研究,城市排水 ；工業(yè)廢水 ；污泥處理,中國給水排水中文核心,無,國家自然科學(xué)基金課題（21407114）；旱區(qū)地下水文與生態(tài)效應(yīng)教育部重點實驗室資助項目,0,以白酒廢水黃水作為脫氮除磷的碳源有利于以廢治廢節(jié)能降耗。本實驗在SBR反應(yīng)器中，以具有同步脫氮除磷的顆粒污泥為對象，黃水（300mg/L）和醋酸鈉（

25、100mg/L）作為進水碳源時，研究顆粒污泥氮和磷的去除效果，并進一步分析內(nèi)在機理。試驗結(jié)果表明：污泥粒徑主要在0.91.3mm之間，沉速主要在3060m/h之間，污泥顏色較深，周圍粘性物質(zhì)較多，部分顆粒污泥解體；NH4+-N去除率為98.05%以上，試驗后期出水NO3-N在4.4418.82mg/L之間，P平均去除率由94.02%降低為51.26%；COD最大降解速率在122.30mgCOD /(gSSh)以上，最大釋磷速率由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)，碳源不足導(dǎo)致反硝化不完全；顆粒污泥中TP的含量為3.3-4.04%，其中胞外EPS中TP占污泥TP的49.25%，EPS的含量僅為17.33mg/gSS，EPS中蛋白質(zhì)和總糖分別占56.94%和20.02%。,黃水；碳源；脫氮除磷；顆粒污泥,劉思琪,重慶大學(xué)，武漢理工大學(xué),第一,大學(xué)本科,2015L08,Degradation of Rhodamine B by Ultrasound/Fenton-Like Reagent,設(shè)備、裝備、藥劑、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,張偉,湖南科技大學(xué),第二,碩士研究生,2015L09,Preparation of polymeric phosphate aluminum-ferric chloride(PPAFC) and its application in humic acid rem

32、oval,設(shè)備、裝備、藥劑、材料,Journal of Chemical and Pharmaceutical ResearchEI,無,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,張偉,湖南科技大學(xué),第二,碩士研究生,2015L

36、10,Preparation of polymeric phosphate aluminum-ferric chloride(PPAFC) and response surface methodology approach to optimize coagulation-flocculation process,設(shè)備、裝備、藥劑、材料,Journal of Chemical and Pharmaceutical ResearchEI,無,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,張偉,湖南科技大學(xué),第二,碩士研究生,2015L11,道路雨水污染控制與利用系統(tǒng)研究,城市排水,中國給水排水中文核心,無,國家自然科學(xué)基金

42、資助項目( 51308123) ; 福州大學(xué)科技發(fā)展基金資助項目( 2013 XY 25) ;福州大學(xué)人才基金資助項目( XC 1266),0,針對我國城市水資源短缺而城市內(nèi)澇災(zāi)害嚴(yán)重、道路雨水對環(huán)境污染大等問題，進行道路雨水污染控制及利用研究具有重要意義。以上海市浦東新區(qū)一道路雨水污染控制與利用系統(tǒng)為實例，研究了該系統(tǒng)對城市道路雨水( 包括初期雨水) 的處理和利用情況。結(jié)果發(fā)現(xiàn)，該系統(tǒng)對道路雨水中污染物的去除效果良好，出水各項水質(zhì)指標(biāo)均能達到地表水環(huán)境質(zhì)量標(biāo)準(zhǔn)( GB38382002) ，其對懸浮物、電導(dǎo)率、COD、NH3 N、TN、TP 的平均去除率可分別達到 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、就地處理、就地利用的原則，通過簡易而有效的過濾、旋流分離、沉淀等處理后加以儲存，就地用于道路澆灑清洗、綠化澆灌及消防臨時用水等，有效緩解了道路雨水對環(huán)境的污染，同時節(jié)約了水資源，為道路雨水污染控制與資源化利用提供了新的思路，具有一定的工程借鑒意義,道路雨水; 初期雨水; 雨水利用,陳麗茹,福州大學(xué),碩士研究生,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,魯子健,河海大學(xué), 第一,碩士研究生,2015L13,UV-initiated polymerization of hydr

49、ophobically associating cationic flocculants: Synthesis, characterization, and dewatering properties,污泥處理；設(shè)備、裝備、藥劑、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,孫永軍,重慶大學(xué),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