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中国南方城市河流污染治理共性技术集成与工程绩效评估
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摘要
严重的城市水环境污染问题不仅成为制约中国经济发展的重要问题,还直接危害到城市居民健康和城市生态安全。近年来,国家十分重视城市河流污染问题,在“水体污染控制与治理科技重大专项”等的资助下,投入大量经费开展城市河流污染综合治理,在治理技术研发与技术示范工程等方面取得了重要成果,但还存在着些许不足,总体表现为三个方面:城市河流污染治理技术类型多但缺乏系统梳理,技术示范工程不断增加但缺乏治理绩效评估,技术应用和推广的信息化较为落后。基于这些问题,本论文以国家水专项课题“城市黑臭河道外源阻断、工程修复与原位多级生态净化关键技术研究与示范”子课题四“城市黑臭河道治理共性技术集成与服务平台构建研究(2009ZX07317-006-04)”为依托,系统开展了城市河流污染治理共性技术集成体系、污染治理工程绩效评估体系、污染治理管理信息系统等研究,研究成果对我国河流污染治理技术的推广,河流治理工程绩效评估与信息化具有一定的科学和现实指导意义。主要研究成果包含:
     (1)构建了适合我国南方城市河流污染治理的共性技术体系。在对我国南方城市河流污染与治理效果调查,系统梳理我国南方城市河流污染治理技术与应用情况,并查阅大量国内外城市河流污染治理技术研究文献的基础上,论文对目前国内外使用的常用城市河流污染治理技术进行了梳理,凝练筛选出四大类18项适用于我国南方城市河流污染治理的技术体系。该技术体系包括5项点源污染治理共性技术,5项面源污染治理共性技术,3项底泥污染治理共性技术和5项水污染治理共性技术。论文对18项共性技术的研发背景与国内外研究进展、技术原理与特点等进行了归纳和总结,着重揭示技术研发的背景、国内外应用实践情况、技术的基本原理、技术的操作流程、关键参数以及技术的优缺点等方面的共性特征,为该技术体系在我国南方城市河流污染治理中的应用提供技术信息参考与指导。
     (2)设计了适合我国南方城市河流污染治理工程绩效评估体系。在系统分析我国部分南方城市河流污染治理工程实施状况与治理特点,并全面调查国内外工程绩效评估理论与方法基础上,依据可持续发展理论、城市生态学理论和健康河流理论,建立了城市河流污染治理工程绩效评估的“压力-状态-响应”(P-S-R)概念模型。依托P-S-R模型,从工程实施的经济效益、生态环境效益和社会民生效益三方面出发,建立了包括3个子系统、9个评价主题和23个具体指标的评估指标体系;通过发放调查问卷、邀请17位专家打分和专题会议现场咨询方式,采用层次分析法(AHP)确定了绩效评估体系中各项指标的权重;参考国内外相关标准,确定了各项指标评价等级划分与评价标准。最终形成了适合南方城市的河流污染治理工程绩效评估体系。
     (3)开发了城市河流污染治理管理信息系统。结合当前环境治理领域的信息化建设需求,在构建“城市河流污染治理共性技术集成体系”和“城市河流污染治理工程绩效评估体系”基础上,基于地理信息系统(GIS)和SQL Server2005数据库技术,采用Microsoft Visual. Studio2008C#,开发了城市河流污染治理管理信息系统。该系统包含四个子系统,分别为:可用于对四大类18项城市河流污染治理共性技术信息的浏览与查询子系统,可用于提供河流污染治理技术优化服务的综合技术服务子系统,可用于对城市河流污染治理工程绩效评估子系统,以及用户管理与技术数据更新维护子系统。
     (4)开展了城市河流污染治理共性技术与工程绩效评估的实证研究。选取我国南方典型城市河流温州市九山外河和昆明市盘龙江(南坝村段)为示范河段,对两个示范河段污染治理共性技术应用情况进行细致分析,并通过实地考察、调查问卷、现场监测、实验室分析、调研走访、文献查阅等形式获取两个示范河段工程治理信息。依托所建立的“城市河流污染治理管理信息系统”,对两个示范河段污染治理所实施的工程绩效进行了评估。绩效评估结果显示:温州市九山外河污染治理工程属于有效水平(E=6.22),已产生了明显的经济效益(E=6.91)和生态环境效益(E=6.97),然而社会民生效益还需加强(E=4.81);盘龙江南坝村示范河段污染治理工程绩效指数E为7.36,属于有效水平,所产生的经济效益(E=7.09)、生态环境效益(E=7.67)和社会民生效益(E=7.12)均较为显著。
     本论文的主要特色与创新点如下:
     (1)城市河流污染治理共性技术集成体系的建立,为我国南方城市河流污染治理提供了技术信息的参考与指导。论文系统归纳了中国南方城市河流污染治理技术应用现状,结合国内外城市河流污染治理的成熟技术,根据河道治理技术的普适性、新颖性、绿色性、成熟性、可靠性、推广性等六大筛选原则,开展了面向我国南方城市河流污染治理需要的共性技术集成,建立了适合我国南方城市河流污染治理的四大类18项共性技术集成体系,可为我国南方城市河流污染治理提供系统参考。
     (2)城市河流污染治理工程绩效评估体系的建立,为我国南方城市河流污染治理工程效果的定量评估提供了便于操作的方法。论文系统分析了国内外工程绩效评估理论与方法,充分考虑了我国工程绩效评估的可操作性,构建了包括河流污染治理工程绩效评估指标、指标权重确定方法、综合评估模型等为一体的适用于我国南方城市河流污染治理工程绩效评估的方法体系,可用于对我国南方城市河流治理工程带来的经济效益、生态环境效益和社会民生效益进行定量评估。
     (3)城市河流污染治理管理信息系统的研发,为城市河流污染治理技术的浏览与查询、工程绩效评估等提供了便于操作的工具。论文在开展共性技术集成体系和工程绩效评估指标体系研究的基础上,利用GIS技术,研发了综合城市河流污染治理共性技术和工程绩效评估功能的管理信息系统。该系统可用于对适用于南方城市河流污染治理的共性技术浏览与查询、重要示范工程治理效果的展示、治理技术优选与推荐以及治理工程绩效评估等辅助决策。
Serious pollution problem in urban water environment has been not only an important issue which restricts China's economic development, but has also directly endangered the health of urban residents and urban ecological security. In recent years, Chinese government attaches great importance to the pollution problem of urban river. With the subsidization of "Major Science and Technology Program for Water Pollution Control and Treatment" and other fundings, Chinese government invested a large amount of money to carry out the comprehensive treatment of the urban river pollution and has achieved significant results in the research and development of treatment technology and the demonstration projects etc., but there are also some deficiencies which overall manifest as follows:1. There are plenty kinds of the treatment technology in urban river pollution but lacking of systematization;2. There is the continuously increasing of the technology demonstration projects but lacking of the assessment of treatment performance;3. The informatization of technology application and promotion is underdeveloped yet. Based on these problems, this thesis depends on the national special water pollution control project,"key technology research on urban black-odor river exogenous blocking, engineering repair, multi-level ecological purification and in situ demonstration", and systematically carried out the researches of the generic technical integration system of pollution in urban river, the performance evaluation system and performance evaluation service platform, and information management systems of pollution treatment etc.. The achievements of researches have certain scientific and practical significance in the promotion of treatment technology in China's river pollution and the performance evaluation and informatization of river treatment project. Main research conclusions of this thesis are as follows:
     (1) Constructing a generic technology system which is suitable for our domestic river pollution treatment in South China. Based on the investigations of China's river pollution and treatment effect in the southern city, the thesis systemizes pollution treatment technology and applications in south China's city rivers and accesses to a large number of domestic and foreign research literatures of urban river pollution treatment technology. The thesis also systemizes the commonly used treatment technology in urban rivers both in domestic and foreign countries and concisely screens four main categories and18terms of technologies systems of pollution treatment which are suitable to be applied in Chinese city. The technology system includes five generic treatment technologies for point pollution, five for surface pollution, three generic treatment technologies for sediment pollution and five generic technologies for water pollution. And the research background, domestic and foreign research advance, the fundamental principles and features of above18generic technologies were systematically summarized, centering on revealing the generic features of the background of the research and development, domestic and foreign applications, basic principles, operation procedures, key parameters and advantages and the counterparts of technologies etc. in order to offer technology reference and guidance of the application of this technology system in the treatment of urban rivers in South China.
     (2) Designing the system of performance evaluation for river pollution treatment project in China's southern cities. Based on the systematically analysis of the river pollution treatment project's status and treatment features in parts of the southern Chinese cities, the theory of sustainable development, urban ecology and the theory of healthy river, the conceptual model of performance evaluation in urban river pollution treatment project which is named "Pressure-State-Response "(PSR) was established after a comprehensive survey in domestic and international engineering theories and methods of performance evaluation. Relying on the PSR model, from three aspects which are the social economic benefits, ecological environment benefits and social livelihood benefits of the project implementation, the thesis establishes the evaluation system which has three sub-systems, nine evaluation subjects and twenty-three detailed index. Analytic Hierarchy Process (AHP) was used to define each indicator's weigh of performance evaluation system by using issuing questionnaires, inviting17experts scoring and consulting special conferences, and to establish performance evaluation system for river pollution treatment project in south china.
     (3) Developing the management information system of urban river pollution treatment. Combined with the current informatization requirements in environment treatment, the thesis developed the treatment management information system for river pollution by using Microsoft Visual. Studio2008C#., based on the constructed "river pollution generic technology integration system" and "performance evaluation system of urban river pollution treatment project," Geographic Information System (GIS) and SQL Server2005database technology. The system consists of four subsystems, namely: browsing and query subsystem which can be used for four categories18items of generic technology information for urban river pollution, integrated technology services subsystem that can be used to provide optimization services for river pollution treatment technology, performance evaluation subsystem for urban river pollution treatment project, and the subsystem for user management and maintenance of technology data update.
     (4) Carrying out the empirical research for urban river pollution generic technology and engineering performance evaluation. The thesis selects typical urban rivers in southern China, Wenzhou Jiushanwai River and Kunming Panlong River (South Ba village), as the demonstration river. The thesis conducts a detailed analysis of the application of the river pollution treatment generic technologies in these two rivers. Through the field visits, surveys by questionnaires, field monitoring, analysis in laboratory, investigation, literature reviewing and other forms of access to get information on the two demonstration projects of rivers. Relying on the establishment of the "management information system of urban river pollution treatment", the performance of two implemented rivers pollution treatment demonstration project were assessed. Performance assessment results show as follows:pollution treatment project of Jiushanwai river, Wenzhou, is in effective level (E=6.22) which has generated significant economic benefits (E=6.91) and environmental benefits (E=6.97), but also need to strengthen the social and livelihood benefits (E=4.81); the performance index E of Panlong river, South Ba village, demonstration pollution treatment project, is7.36which belongs to the effective level and has significant benefits in economic benefits (E=7.09), environmental benefits (E=7.67) and social livelihood benefits (E=7.12).
     The main features and innovations of this thesis as in the follow:
     (1) The establishment of generic treatment technology integration system in urban river pollution provides reference and guidance of technical information in southern China. The paper systematically summarizes the status of the application of urban river pollution treatment technology in southern China combined with the mature domestic and abroad technology. According to the six main principles of river treatment technology selection, general application, novelty, green, maturity, reliability and applicability, the generic technologies which are suitable for the urban river treatment in the southern area of our country is integrated. The thesis forms a generic technology system with four main categories and18terms generic technologies, which are suitable to be applied in southern Chinese cities. This generic technology system could provide the systematic reference for the application of urban river treatment technology in cities of southern China.
     (2) Establishing the performance evaluation system of treatment project in urban river pollution and providing the operation method, which is ease to be used for quantitative assessment of the effect in river pollution treatment projects in cities of southern China. This thesis systematically analyzes the theory and methods of the project performance evaluation in domestic and foreign. Based on the fully consideration of the operability in our country, a project performance evaluation system is constructed, which is suitable to be used in urban river treatment performance evaluation in southern Chinese cities including performance evaluation index in river pollution treatment project, method of defining the weight of indicator, the integrative performance evaluation models etc.. The system can be used for quantitative assessments in economic benefits, environmental benefits and social and livelihood benefits which the urban river treatment project brings out in China's southern cities.
     (3) Developing the management information system of treatment in urban river pollution and providing an easy tool of operation for browsing and querying in urban river pollution treatment technology and the performance evaluation of projects. Based on the research of carrying out generic technology integration system and performance evaluation index system of engineering, by the GIS technology, this thesis develops the integrated generic technology in urban river pollution and management information system for performance evaluation in engineering. The system can be used to apply for decision support by browsing and querying the generic technology in urban river pollution, demonstrating the effect of the treatment result on an important demonstration project, selecting and recommending the optimal treatment technology and the performance evaluation in treatment engineering etc. in cities of southern China.
引文
[1]Aeration Idustries. USA Company Plays Key Role in Water Clean Up Eorldwide[J]. Aire-O2 News,1990,7(1):2-3.
    [2]Ammons D B. Municipal Benchmarks:Assessing Local Performance and Establishing Assessment of Project Performance. USA[J]. The Construction Industry Institute. 1999,123-134.
    [3]Athanasiadis K,Helmreich B,Horn H. On site infiltration of a copper roof runof:Role of clinoptilolite as an artificial barrier material [J]. Water Research.2007,41 (15):3251-3258.
    [4]Attandana T,Luanmanee S,Saitthiti B,et al.. A Comparative study of zeolite with other material.s as the components of the multi-soil-layering system for wastewater treatment[J]. Soil Science and Plant Nutrition.2000,2 (2):1-11.
    [5]Azcue J M,Zeman A J,Alena M. Assessment of sediment and porewater after one year of sub aqueous capping of contaminated sediments in Hamilton Harbour,Canada [J]. Water Sci. Tech.,1998,37 (6-7):323-329.
    [6]Azcue J M,Zeman A J,Forstner U. International, review of application of subaqueous capping techniques for remediation of contaminated sediments. Proceedings of the 3rd International. Congress for Environmental. Geotechnics,Lisbon,September,1998a:7-11.
    [7]Bardin J,Barraud S,Chocat B. Uncertainty in measuring the event pollutant removal. performance of online detention tanks with permanent outflow[J].Urban Water,2001,3:91-106.
    [8]Benedetto A A. decision support system for the safety of airport runways:the case of heavy rainstorms[J].Transportation Research Part A,2002,36:665-682.
    [9]Benjamin M M,Sletten R S,Bailey R P, Bennett T.Sorption and filtration of metals using iron-oxide-coated sand[J]. Water Research.1996.30 (11):2609-2620.
    [10]Blair R B. Land use and avian species diversity along an urban gradient[J].Ecological. Applications,1996,(6):506-519.
    [11]Boonsook P,Luanmanee S,Attanadandana T, Kamidouzono A,Masunaga T,Wakatsuki T A. A Comparative study of permeable layer materials and aeration regime on efficiency of Multi-Soil- Layering system for domestic wastewater treatment in thailand[J]. Soil Science and Plant Nutrition.2003,49 (6):873-882.
    [12]Botequilha L and Ahern J. Applying landscape ecological. concepts and metrics in sustainable landscape planning[J].Landscape and Urban Planning,2002,59:65-93.
    [13]Bratieres K,Fletcher T,Deletic A, Zinger Y. Nutrient and sediment removal. by stormwater biofihers:A large-scale design optimisation study[J]. Water Res,2008,42(14):3930-3940.
    [14]Carpenter S R, Kitchell J F, Hodgson J R. Cascading trophic interactions and lake productivity [J]. Biol. Science,1985,35:634-639.
    [15]Charlotte R,Yates S,Shiv O P.Phosphorus reduction from agricultural runoff in a pilot-scale surface-flow constructed wetland[J].Ecological.Engineering.2009,35:1693-1701.
    [16]Chen Y P,Kang Y X,Han D F.Discussion of the utilization of wastewater resource in Northwest China[J] Journal. of Water Resources&Water Engineering,2004,15 (2):66-68.
    [17]Colandini V,Legret M,Brosseaud Y, Balade J D..Metallic pollution in clogging material.s of urban porous pavements[J].Water Science and Technology,1995,32(l):57-62.
    [18]Cooper P. A review of the design and performance of vertical, flow and hybrid reed bed treatment system[J]. Water Science and Technology,1999,40(3):1-9.
    [19]Sztruhar D.Sokac M.Holiencin A.Comprehensive assessment of Combined Sewer overflows in Slovakia[J]. Urban Water,2002,4(3):237-243.
    [20]Davis A P.Shokoubian M.Shanna H. Laboratory study of biological, retention for urban stormwater management[J]. Water Environ. Res.2001,73 (1):5-14
    [21]Funkhouser M. The spread of performance audit among American cities New York:Mc Graw-Hill Inc,2000 process [M]. The Blueprint. USA. The Construction Industry Institute. 1994:84-87.
    [22]Deutsch B.Whitlow H.Sullivan M.Savineau A. A green roof vision based on environmental. benefits for air qual.ity and storm water management[C]. In:Proc. of 3rd North American Green Roof Conference:Greening Rooftops for Sustainable Communities,Washington,DC. The Cardinal. Group.Toronto.2005:4-6.
    [23]Fach S.Geiger W F.Dierkes C. Development of an assessment procedure for permeable pavements[C].9th Conference on Urban drainage 2002 in Portland,2002:1-11.
    [24]Farm C. Metal sorption to natural, filter substrates for storm water treatment-column studies[J]. The Science of the Total. Environment.2002,298:17-24.
    [25]Francisco A C.Romero J A, Astorga V..Nitrogen removal and cycling in restored wetlands used as filters of nutrients for agricultural. runoff[J],Wat.Sci.Tech.1997,35(5).255-261.
    [26]Fuerhacker M.Tadele M H,Bernhard M,Axel M.Performance of a filtration system equipped with filter media for parking lot runoff treatment[J]. Desal.ination.2011.275: 118-125.
    [27]Gabaldon C.Marzal. P.Ferrer J.Seco A. Single and competetive adsorption of Cd and Zn onto a granular activated carbon[J]. Water Research.1996,30 (12):3050-3060.
    [28]Garba L,Jacques B,Linda D. Nitrogen and phosphorus removal, in a subsurface-flow reed bed[J].Water Quality Research Journal of Canada,1998.33(2):319-329.
    [29]GBJ 13-86.室外给水设计规范[S].上海建设委员会,1986.
    [30]GB3838-2002.地表水质量标准[S].国家环境保护总局,国家质量监督检验检疫总局,2002.
    [31]GB50137-2011.城市用地分类与规划建设用地标准[S].中华人民共和国住房与城乡建设部,2011.
    [32]Gerdsri N.Kocaoglu D F. Appling the analytic hierarchy process(AHP) to build a strategic framework for technology roadmapping[J]. Mathematical and Computer Modelling,2007,46(7-8):1071-1080.
    [33]Glancer S M. Granulated mixed microbial culture suggesting successful employment of bioaugmentation in the treatment of process wastewaters[J].Chemical and Biochemical Engineering Quarterly,2001,15(3):87-94.
    [34]Grutzmacher G.Bottcher G, Chorus I, Bartel H. Removal of micro-cystins by slow sand filtration[J]. Environmental Toxicology,2002,(17):386-394.
    [35]Hammer D A. Constructed wetlands for waste water treatment[M]. Michigan:Lew is Publishers Inc.,1989:5-20.
    [36]Hanson G C.Groffman P M.Gold A J. Denitrification in riparian wetlands receiving high and low groundwater nitrate inputs[J]. J. Environ. Qual..1994,23:917-922.
    [37]Hathaway A M.Hunt W F.Jennings G D.A field study of green roof hydrologic and water qual.ity performance[J]. Transactions of American Society of Agricultural, and Biological. Engineers.2008,51(1):37-44.
    [38]Hatt B E,Fletcher T D,Deletic A.Hydrologic and pollutant removal performance of stormwater biofiltration systems at the field scale[J]. Journal of Hydrology.2009,365: 310-321.
    [39]Haycock N E and Pinay G Groundwater nitrate dynamics in grass and poplar vegetated riparian buffer strips during the winter[J]. J. Environ. Qual..1993,22:273-278.
    [40]Hellstrom D and Jonsson L. Evaluation of small wastewater treatment systems[J]. Water Science and Technology,2003,48 (11-12):61-68.
    [41]Hoeck. Aquatic life returns to Etuary[J]. Aire-02 News,1990,7(1):9.
    [42]Horie N, Kabata M, Sano H. Japanese project spirit 21:development and testing of cso treatment technologies and instrumentation systems[R]. Japan:EWRI,2005.
    [43]James N C. Performance of a constructed wetlands in treating urban stormwater runoff[J]. Water Environment Research,2000,72(3):295-304.
    [44]Jobgen A M,Palm A,Melkonian M. Phosphorus removal, from eutrophic lakes using periphyton on submerged artificial, substrata [J].Hydrobiologia,2004,528 (1-3):123-142.
    [45]Jon R. In-site treatment of contaminated sediments[R]. USEPA.1998,27.
    [46]Joshua C. Results of Contaminated Sediment Cleanups Relevant to the Hudson River [J]. Scenic Hudson:9 Vassar Street Poughkeepsie,NY 12601,2000.
    [47]Jowett E C, Master M L. On-site wastewater treatment using unsaturatal. absorbent biofilters[J]. Enviromental. Quality,1995,24(2):86-95.
    [48]Jutter F. Efficacy of bank filtration for the removal of fragrance compounds and aromatic hydrocarbons[J]. Water Science Technology,1999,40(6):123-128.
    [49]Kaplan J D,Howitt R E,Farzin Y H. An information-theoretical, anal.ysis of budget-constrained nonpoint source pollution control [J] Journal of Environment Economy Management,2003,46:106-130.
    [50]Kayastha P, Dhital M R,Smedt F D. Application of the analytical hierarchy process (AHP) for landslide susceptibility mapping:A case study from the Tinau watershed, west Nepal[J]. Computers & Geosciences,203,52:398-408.
    [51]Kesraoui O S,Cheeseman C R,Perry R. Natural. Zeolite utilisation in pollution control:a review of applications to metal.s'effluents[J]. J Chem Tech Biotechnol 1994.59:121-126.
    [52]Kivaisi A K. The Potential for Constructed Wetlands for Waste water Treatment and Reuse in Developing Country:A Review[J]. Ecological. Engineering,2001,16:545-560.
    [53]Kobayashi T, Church A, Hardiman S, Gallagher L. Grazing by a resident acrozooplankton community and non-resident Daphnia carinata King:A preliminary in situ incubation study [J]. Lakes & Reservoirs:Restoration and Management,1998,3:193-203.
    [54]Konstantinos A,Brigitte H,Haral H. On-site infiltration of a copper roof runoff:Role of cunoptilolite as an artificial, barrier materia.[J]. Water Research,2007,41:3251-3258.
    [55]Kraig J and Sambhunath G. Feasibility of anaerobic biodegradation of PAHs in dredged river sediments [J]. Wat Sci Tech,1998,38(7):41-48.
    [56]Kuehn W and Mueller U.Riverbank filtration:an overview[J].Journal American Water Works Association,2000,92(12):60-90.
    [57]Leeds-Harrison P B.Quinton J N,Walker M J. Grassed buffer strips for the control of nitrate leaching of surface waters in headwater catchments[J].Ecological. Engineering,1999,12:299-313.
    [58]Legret M and Pagotto C.Evaluation of pollutant loadings in the runoff waters from a major rural. highway[J].The Science of the Total. Environment,1999,235:143-150.
    [59]Legret M.Colandini V,Lemarc C.Effects of a porous pavement with reservoir structure on the quality of runoff water and soil[J].The Science of the Total. Environment,1996,189-190:335-340.
    [60]Lovjoy S B,Lee J QRandhir T O,Engel B A.Research needs for water quality management in the 21 st century:A spatial decision support system[J].Journal of Soil and Water Conservation,1997,52(1):18-23.
    [61]Lowrance R. Groundwater nitrate and denitrification in a coastal, plain riparian forest[J]. J Environ Qual.1992,21:401-405.
    [62]Meyer J L. Stream health:incorporating the human dimension to advance stream ecology[J] Journal North American Benthological Society,1997,16(2):439-447.
    [63]Maestri B,Byron N L. Guide for mitigation of highway stormwater runoff pollution[J]. The Science of the Total. Environment,1987,59:467-476.
    [64]Michael C K,Dennis B G. Subsurface flow constructed wetlands treating municipal.wastewater for nitrogen transformation and removal[J].Water Environment Research,l997,69(12):54-62.
    [65]Moldan B, Billharz S, Matraver R.Sustainability indicators:a report on the project on indicators of sustainable development J]. SCOPE,1997.58,21-23.
    [66]Murakami M,Nobuyuki S, Anegawa A. Multiple evaluations of the removal of pollutants in road runoff by soil infiltration[J]. Water Research.2008,42:2745-2755.
    [67]Murphy T P.Lawson A,Kumagai M,Babin J. Review of emerging issue in sediment treatment [J]. Aqauatic Ecosystem Heal.th and Management,1999,2:419-434.
    [68]Muscutt A D,Hrris G L,Bailey S W, Davies D B. Buffer zones to improve water quality-a review of their potential, use in UK agriculture[J]. Agr Ecosyst Environ,1993,(45):59-77.
    [69]Neumann U B. Sediment capping in eutrophic lakes-effency of undistributed cal.cite barriers to immobilize phosphorus [J].Applied geochemistry,2004,19:1759-1771.
    [70]Nina S.,Marianne B.Vegetative buffer zones as pesticide filters for simulated surface runoff[J].Ecological Engineering,2004,22:175-184.
    [71]Nina S. Effect and design of buffer zones in the Nordic climate:The influence of width,amount of surface runoff, seasonal variation and vegetation type on retention efficiency for nutrient and particle runoff[J]. Ecological Engineering,2005,24:483-490.
    [72]Nisbet T R.The role of forest management in controlling diffuse pollution in UK forestry[J]. Forest Ecology and Management,2001,143(1-3):215-226.
    [73]Pagotto C.Legret M.Lecloirec P.Comparison of the hydraulic behavior and the qual.ity of highway runoff water according to the type of pavement[J]. Water Research,2000,34(18):4446-4454.
    [74]Palermo M R. Design considerations for in-situ capping of contaminated sediments [J]. Wat Sci Tech,1998,37:315-321.
    [75]Paolo S. Simulation of the operation of detention tanks [J].Water Research.2006,40:83-90.
    [76]Peter P D.The Management of Future[M].2004.
    [77]Peterjohn W T and Correll D L. Nutrient dynamics in an agricultural, watershed: observations on the role of a riparian forest[J].Ecology,1984,65:1466-1475.
    [78]Petersen R C.The RCE:A riparian,channel,and environmental, inventory of small streams in the agriculture landscape[J].Freshwater Biology,1992,27:295-306.
    [79]Qian C P, Liu Y L, Wang J, Chen Z L. Empirical Study on the Performance Evaluation of the Black Color and Odor Urban Rivers Treatment Projects[J]. Advanced Materials Research,2012,518-523:2104-2108.
    [80]Romstad E. Team approaches in reducing nonpoint source pollution [J].Ecology Economy,2003,47:71-78.
    [81]Rongqun Zhang, Xiaodong Zhang, Jianyu.Wetland ecosystem stability evaluation by using Analytical Hierarchy Process (AHP) approach in Yinchuan Plain, China[J]. Mathematical and Computer Modelling,2013,57:366-374.
    [82]Russell J S,Jaselskis E J,Lawrence S P.Tserng H P, Prestine M T. "Development of a Predictive Tool for Continuous Assessment of Project Performance." Research Report [R],The Construction Industry Institute.Univ. of Texas at Austin,Austin,TX.1996.
    [83]Saaty A L. The analytic hierarchy process[M].Mc Graw Hill, Inc.1980.
    [84]Saotoshi W. Study on storm water control by permeable pavement and infiltration pipes[J].Water Science and Technology,1995,1:25-32.
    [85]Schoonover J E,Williard K W,Zaczek J J, Mangun J C.Carver A D.Nutrient attenuation in agricultural surface runoff by riparian buffer zones in Southern Illinois,USA[J].Agroforestry Systems,2005,64 (2):169-180.
    [86]Seggern D, Heinzmann B, Schroeder K, Rouault P. Contribution of combined sewer overflows to trace contaminant loads in urban streams[J].Water Research,2010,(44): 4451-4462.
    [87]Shapiro J,Lamarra V,Lynch M. Biomanipulation:an ecosystem approach to lake restoration. In:Brezonik P L.Fox J L,eds. Proceedings of a Symposium on Water Quality Management through Biological. Control [J].University Florida Gainesville,1975:85-69.
    [88]Shaw L Y,William W J.Joseph V. Hunter.Assessing unrecorded organic pollution from agricultural.,urban,and wooded lands [J].Water Research,1975,10(9):849-852.
    [89]Shutes R B,Revitt D M,Lagerberg I M,Barraud V C. The design of vegetative constructed wetlands for the treatment of highway runoff[J]. The Science of the Total Environment,1999,235:189-197.
    [90]Sieker F. On-site stormwater management as an al.ternative to conventional, sewer systems:a new concept spreading in Germany [J].Water Science and Technology,1998,38(10):65-71.
    [91]Stevens J D,Kloppenborg T J.Glangola C R.Quality performance measurement of the EPC[R]. Fifth European Congress on Biotechnology Copenhagen,1990.2:931-934.
    [92]Stottmeister U,Wiebner A,Kuschk P. Effects of plants and microorganisms in constructed wetlands for wastewater treatment[J]. Biotechnology Advances,2003,22:93-117.
    [93]Sun L P,Liu Y,Jim H.Nitrogen removal from polluted fiver by enhanced noating bed grow-a canna[J].Ecol Eng,2009,35(1):135-140.
    [94]Toshihiro S,Ding G J,Noritoshi E.Satoshi K. Treatment of domestic wastewater mixed with crushed garbage and garbage washing water by advanced Gappei-Shori Johkaso[J].Water Science and Technology,1997,36(12):175-182.
    [95]UNCSD. Indicators of Sustainable Development Framework and Methodologies[M], UNCSD.New York,1996.
    [96]Urbonas B.Stahre P. Stormwater:Best Management Practices and Detention for Water Quality.Drainage,and CSO Management [M].Englewood Cliffs New Jersey:PTR Prentice Hall,1993:382-389.
    [97]USEPA. Contaminated sediment remediation guidance for hazardous waste sites[R]. U. S. Environmental Protection Agency office of Waster Solid and Emergency Response. 2005,12.
    [98]USDA Forest Service. Riparian Forest Buffers[R]. Report of USDA-FS.1991.
    [99]Vertraeten I M, Carr J D, Steele G V. Surface-water/ground-water interaction:Herbicide transport into municipal collector wells[J]. Journal of Environmental Quality, 1999,28(5):1396-1405.
    [100]Volker L,Elke E,Martina L. Nutrient removal, efficiency and resource economics of vertical flow and horizontal flow constructed wetlands[J].Ecollogical. Engineering,2001,18: 157-171.
    [101]Vought L B,Dah L J,Pedersen C L.Lacoursiere J O.Nutrient retention in riparian ecotones[J].AMBIO,1994,23(6):342-348.
    [102]Whalen P J.Toth L A. Kissimmee River Restoration:A case study [J]. Water Science &Technology,2002,45(11):1.
    [103]Wolfram S.Chris J.Modelling the outflow from a porous pavement[J].Urban water,2002,4:245-253.
    [104]World Bank, Expanding the measure of wealth indicators of environmentally sustainable development[M], World Bank, Washington,DC.1997.
    [105]Xie P, Liu J K. Practical success of biomanipulation using filterfeeding fish to control cyanobacterial blooms [J]. The Scientific World,2001,1:337-356.
    [106]XU Z J,Efstathios E. The effect of particle interactions on the sedimentations process of non-cohesive particles [J]. International. Journal, of Multiphase Flow,2003,,29:959-982.
    [107]Yang J,Jiang G L.Experimental. study on properties of pervious concrete pavement materials[J].Cement and Concrete Research,2003,33(3):381-386.
    [108]Yousel Y A,Hitred J T.Removal. of contaminants in highway runoff flowing though swal.es[J]. The Science of the Total. Environment,1987,59:391-399.
    [109]艾彬,郑露,周颖,姚思松,胡良偲,刘琼玉,刘君侠.巡司河水质污染现状调研及防治对策[J].江汉大学学报(自然科学版),2010,38(4):54-57.
    [110]敖静.污染底泥释放控制技术的研究进展[J].环境保护科学,2004,30:29-33.
    [111]贝荣塔,贝松洋.昆明盘龙江水质变化与河流治理成效的研究[J].环境科学导刊,2010,29(3):52-55.
    [112]曹承进,邱树毅,吴远根,胡秀沂,黄民生.新型固定化高分子杀生剂的制备及应用研究[J].中国给水排水,2007,23(1):16-21.
    [113]曹承进.三峡水库富营养化分析及水华预警研究[博士学位论文].上海:华东师范大学,2009,5:1-16.
    [114]曹承进.城市黑臭河道治理共性技术及次生富营养化研究[R].华东师范大学博士后研究工作报告.2011:1-213.
    [115]曹勇,孙从军.生态浮床的结构设计[J].环境科学与技术,2009,32(2):121-124.
    [116]曾宇,秦松.光合细菌法在水处理中的应用[J].城市环境与城市生态,2000,13(6):29-31.
    [117]曾人杰.公共工程进度与预算管理制度[J].财税与会计,1999,2(8):45-47.
    [118]常怀印.政府绩效审计评价指标体系的构建[J].中国审计,2005,23:39-40.
    [119]车伍,李俊奇.城市雨水利用技术与管理[M].北京:中国建筑工业出版社,2006:90-105.
    [120]陈荷生,宋祥甫,邹国燕.利用生态浮床技术治理污染水体[J].中国水利,2005,5:50-53.
    [121]陈荷生.太湖生态修复治理工程[J].长江流域资源与环境,2001,10(2):173-178.
    [122]陈华林,陈英旭.污染底泥修复技术进展[J].农业环境保护,2002,21(2):179-182.
    [123]陈吉泉.河岸植被特征及其在生态系统和景观中的作用[J].应用生态学报,1996,7(4):439-448.
    [124]陈捷,赵国志,王彬,尤文玮.调蓄池及其在苏州河治理中的应用[J].中国市政工程,2004,110(4):34-37.
    [125]陈进,黄薇.河流健康评价理论及在长江的应用[M].武汉:长江出版社,2010:45-100.
    [126]陈俊合,郑国权.广州市水资源利用与可持续发展[J].中山大学学报论丛,2000,20(1):10-14.
    [127]陈守煜.复杂水资源系统优化模糊识别理论与应用[M].长春:吉林大学出版社,2002:234-237.
    [128]陈书玉,李镭,孔伟.生物接触氧化工艺技术在河道水质治理中的应用[J].上海水务,2008,24(3):31-34.
    [129]陈威.生态恢复工程技术在福州白马支河的应用与探索[J].海峡科学,2008,(9):63-64.
    [130]陈伟,叶舜涛,张明旭.苏州河河道曝气复氧探讨[J].给水排水,2001,4(27):7-9.
    [131]陈小华,李小平,程曦.黄浦江和苏州河上游鱼类多样性组成的时空特征[J].生物多样性,2008,16(2):191-196.
    [132]陈嫣,张辰.合流制排水系统溢流调蓄技术研究及应用实例分析[J].上海环境科学,2006,2(25):63-67.
    [133]陈贻龙,汪传新,牛樱,刘成林,李昀涛,何定国.石井河流域雨污分流工程设计[J].城市道桥与防洪,2009,1:35-39.
    [134]陈愚,任长久,蔡晓明.镉对沉水植物硝酸还原酶和超氧化物歧化酶活性的影响[J].环境科学学报,1998,18(3):313-317.
    [135]陈宗明.上海苏州河的环境综合整治[J].城市发展研究,1998,3:47-50,40.
    [136]程江,吕永鹏,黄小芳,郭晟.上海中心城区合流制排水系统调蓄池环境效应研究[J].环境科学,2009,8(30):2234-2240.
    [137]程江,徐启新,杨凯,刘兰岚,李博.下凹式绿地雨水渗蓄效应及其影响因素[J].给水排水,2007,33(5):45-49.
    [138]程江,杨凯,黄民生,谢冰,李秀梅.下凹式绿地对城市降雨径流污染的削减效应[J].中国环境科学,2009,29(6):611-616.
    [139]程晓波.上海市苏州河沿岸排水系统雨洪控制研究[J].中国给水排水,2012,28(13):34-37.
    [140]崔凤军,茹江,徐云麟.城市生态学基本原理的探讨[J].城市环境与城市生态,1993,6(4):21-25.
    [141]代培,吴小刚,张维昊,张信芳.人工生物浮岛载体的研究进展[J].环境科学与管理,2006,31(6):13-18.
    [142]邓辅唐,孙石,李强.人工湿地技术处理河道污水[J].环境工程,2006,3(24):90-93.
    [143]邓小红.政府绩效审计评价体系[J].决策与信息,2006,1:52-53.
    [144]丁纪闽,杨珏,黄利群,李灵军.北方城市下凹式绿地植物选择与配置模式[J].防汛与抗旱,2010,(17):20-22.
    [145]丁跃元,侯立柱,张书函.基于透水砖铺装系统的城市雨水利用[J].北京水 务,2006,(6):1-4.
    [146]丁则平.日本湿地净化技术人工浮岛介绍[J].海河水利,2007,2:63-65.
    [147]董哲仁.河流健康的内涵[J].中国水利,2005,(4):15-18.
    [148]杜佳沐,张饮江,朱文彬,邹丹燕,罗坤,张磊,何培民.人工浮动绿岛对上海白莲泾水体氮、磷去除效果的研究[J].渔业现代化,2008,35(1):23-27.
    [149]杜树荣,王子.利用两级潜流式人工湿地处理系统处理盘龙江微污染河水实验[J].林业调查规划.2008,3(33):133-136.
    [150]杜晓舜,陈长太,何斌,王春树.上海市引清调水工作的优化与完善[J].水资源保护,2010,5(26):57-61.
    [151]段泽琪,谢建林.武昌巡司河水污染综合治理方案可行性研究[J].武汉城市建设学院学报,1987,(4):56-67.
    [152]方子云,邹家祥,吴贻名.环境水利学导论[M].北京:中国环境科学出版社.1994:226-230.
    [153]冯绍元,侯立柱,丁跃元,张书函.多层渗滤介质系统去除城市雨水径流有机污染物[J].环境科学学报,2008,28(6):1123-1130.
    [154]冯树,周樱桥,张忠泽.微生物混合培养及其应用[J].微生物学通报,2001,8(3):92-95.
    [155]傅国伟,程振华.国外水环境质量管理信息系统的剖析[J].环境科学动态,1988,2:7-12.
    [156]傅桦,赵丽娟,徐晓进.北京市昆玉河旅游与沿岸景观规划建设[J].首都师范大学学报(自然科学版).2008,29(5):57-61.
    [157]高大文,杨帆.滨岸缓冲带在水源地农业面源污染防治上的应用[J].环境科学与技术,2010,33(10):92-96.
    [158]高粱.基于层次分析法的绩效评估权重设计[硕士学位论文].新疆:新疆大学.2007:10-42.
    [159]葛如冰CCTV检测技术在排水管渠质量检测中的应用[J].城市勘测,2010,(3):142-143.
    [160]耿艳琼.雨水调蓄池原理及工程应用初探[J].云南建筑,2006,(5):55-57.
    [161]顾建忠,王福源,仲惠民,陆雪林.引水改善吴江市城区水环境方案研究[J].江苏水利,2011,1:38-40.
    [162]郭晟.上海中心城区河岸沿线雨水调蓄池环境效应研究[硕士学位论文].上海:华东师范大学.2008:10-32.
    [163]郭蔚华,徐灵华,王柱.桃花溪植被重建的环保—景观效果协调的植物配比[J].土木建筑与环境工程,2011,33(增):71-73.
    [164]韩芸,彭党聪,许玮,檀秀娟,李斌.合流制管道溢流水质分析及特性研究[J].西安建筑科技大学学报(自然科学版),2007,39(6):834-838.
    [165]韩芸.城市河道人工水面水质污染及控制研究[硕士学位论文].西安建筑科技大学,2009:20-25.
    [166]何大刚,王梅珍.河道曝气复氧船的电气设备配置及电气设计特点[J].上海造船,2003,2:29-32.
    [167]何志刚,方琦.全地下式雨水泵站及调蓄池在世博会园区中的应用[J].城市道桥与防洪2009,7:122-125.
    [168]洪祖喜,何品晶,邵立明.水体受污染底泥原地处理技术[J].环境保护,2002,10:15-17.
    [169]洪祖喜,何品晶.受污染底泥易地处理处置技术[J].上海环境科学,2002,21(4):233-236.
    [170]侯国华,韩烈保,李吉跃,王英宇.草坪生物过滤与再生水回用技术[J].北京林业大学学报,2006,28(1S):95-99.
    [171]侯立柱,冯绍元,丁跃元,张书函,田景宏.多层渗滤介质系统对城市雨水径流氮磷污染物的净化作用[J].环境科学学报,2009,29(5):960-967.
    [172]侯国祥,黄凯辉,李洪斌,叶闽.基于WebGIS的汉江水环境管理信息系统[J].华中科技大学学报(自然科学版),2006,34(10):67-69.
    [173]胡斌,周晴,段昌群,张汉波.昆明市盘龙江底泥重金属污染研究初探[J].云南大学学报(自然科学版).2006,28(2):166-172.
    [174]胡赐明,夏晗婷,曹静,张杭君.富营养水体底泥原位控磷技术研究进展[J].杭州师范大学学报(自然科学版)2011,10(1):71-76.
    [175]胡洪营,站旭,黄霞,王伟.环境工程原理[M].北京:高等教育出版社,2005:10-25.
    [176]胡进民.浅谈城市河涌整治规划[J].广东水利水电,2005,4:34-35.
    [177]胡可挡.大型住宅小区污水管网施工技术[J].科技与生活,2011,8:122.
    [178]胡晓东.基于GIS的南京内秦淮河水系调水模拟集成系统研究和开发[硕士学位论文].河海大学,2004:8.
    [179]胡小贞,金相灿,卢少勇,储昭升.湖泊底泥污染控制技术及其适用性探讨[J].中国工程科学,2009,11(9):28-33.
    [180]胡艳飞,秦玮.人工湿地在河道综合整治中的应用[J].环境科学与管理,2009,6(34):76-79.
    [181]花拥军,陈迅,张建.公共工程社会评价指标体系研究[J].经济论坛,2004,26(5):15-16.
    [182]华祖林,顾莉,薛欢,刘晓东.基于改善水质的浅水湖泊引调水模式的评价指标[J].湖泊科学,2008,20(5):623-629.
    [183]滑丽萍,郝红,李贵宝,华珞.河湖底泥的生物修复研究进展[J].中国水利水电科学研究院学报,2005,3(2):124-129.
    [184]黄成才.南京秦淮河湿地公园规划设计的探讨[J].中南林业调查规划,2004,23(4):18-22.
    [185]黄民生,陈振楼.城市内河污染治理与生态修复----理论、方法与实践[M].科学出版社,2010:140-194.
    [186]黄民生,朱勇,谢冰,杨凯,李秀艳,徐启新.下凹式绿地调蓄净化城市径流[J].建设科技,2010,1:65-67.
    [187]黄民生,徐亚同,戚仁海.苏州河污染支流—绥宁河生物修复试验研究[J].上海环境科学,2003,22(60):384-389.
    [188]黄鸣,陈华,程江,程晓波,袁述时.上海市成都路雨水调蓄池的设计和运行效能分析[J].中国给水排水,2008,24(18):33-36.
    [189]黄瑞华,吴耀国,杨炳超,妙颖.氨氮在垂向河床渗滤系统中的环境行为[J].地球科学与环境学报,2006,28(1):92-95.
    [190]黄平.水环境管理决策支持系统的研究和应用[J].中山大学学报(自然科学版),2000,39(3):97-101.
    [191]黄锡荃.水文学[M].北京:高等教育出版社,2004.
    [192]黄薇,张劲,桑连海.生物浮岛技术的研发历程及在水体生态修复中的应用[J].长江科学 院院报.2011,10(28):37-40.
    [193]黄翔峰,周军,李杰,吴志超,麦穗海.合流制雨水泵站溢流污水消毒试验研究[J].工业安全与环保,2005,31(7):9-11.
    [194]黄燕,黄民生,徐亚同,谢冰,李秀艳,何国富,邱宇平,周天舒,吴林林,阮宇鹰.上海城市河道治理工程简介[J].环境工程,2007,25(2):85-88.
    [195]黄振贤,胡清凤.南宁市污水处理厂建设对改善邕江水质的分析[J].水资源保护,2007,23(5):38-41.
    [196]江帆,张磊磊.折流式人工湿地处理雨水径流的机理初步分析[J].山西建筑,2008,34(6):203-204.
    [197]姜凌,秦耀民.利用土壤层净化雨水补给地下水的试验研究[J].水土保持学报,2005,19(6):94-97.
    [198]姜雪芹,禹娜,毛开云,刘一,李二超,陈立侨.冬季上海市城区河道中浮游植物群落结构及水质的生物评价[J].华东师范大学学报(自然科学版),2009,(2):78-87.
    [199]焦立新.评价指标标准化处理方法的探讨[J].安徽农业技术师范学院学报,1999,13(3):7-10.
    [200]金相灿,屠清瑛.湖泊富营养化调查规范(第二版)[M].北京:中国环境科学出版社,1990年.
    [201]晋存田,赵树旗,闫肖丽,周玉文.透水砖和下凹式绿地对城市雨洪的影响[J].中国给水排水,2010,26(1):40-43.
    [202]井艳文,胡秀琳,许志兰,刘虎城.利用生物浮床技术进行水体修复研究与示范[J].北京水利,2003,6:20-22.
    [203]靳晟.蘑菇湖水库水质监测管理系统设计及应用研究[J].南水北调与水利科技,2010,8(3):124-127.
    [204]孔繁花,尹海伟.城市绿地功能的研究现状、问题及发展方向[J].南京林业大学学报:自然科学版,2010,34(2):119-124.
    [205]雷阵,黄桂芬,余东升.浅议贵阳市河道综合整治与防洪[J].城市道桥与防洪,2006,3:51-52.
    [206]冷越.污水管网优化设计研究[J].民营科技,2011,7:309.
    [207]黎贞,卫晋波,任随周,涂国全,王少华,孙国萍.生物制剂对城市黑臭河涌的原位修复技术[J].环境科学与技术,2010,33(12F):435-439.
    [208]李斌.岸边渗滤系统处理宝鸡市雨水径流污染应用研究[硕士学位论文].西安:西安建筑科技大学,2009:1-42.
    [209]李东徽,宋杰,关文灵,董则奉,陈贤.昆明城市河道河岸绿化建设探讨[J].安徽农业科学,2012,40(11):6639-6642.
    [210]李国新,颜昌宙,李庆召.污水回用技术进展及发展趋势[J].环境科学与技术,2009,32(1):79-83.
    [211]李捍东,王庆生,张国宁,刘鸿亮,梁近光,钟阳.优势复合菌群用于城市生活污水净化新技术的研究[J].环境科学研究,2000,13(5):14-16.
    [212]李怀恩,邓娜,杨寅群,史冬庆.植被过滤带对地表径流中污染物的净化效果[J].农业工程学报,2010,26(7):81-86.
    [213]李军,应舒.温瑞塘河市区河道引水冲污工程的水利调度研究[J].温州大学学报,2002,(2):88-91.
    [214]李俊奇,车伍,池莲,刘松.住区低地势绿地设计的关键参数及其影响因素分析[J].给水排水,2004,30(9):41-46.
    [215]李林英,苏天杨,姚延梼.不同缓冲带植物在河岸缓冲带中所起的不同作用研究[J].天津农业科学,2010,16(6):69-72.
    [216]李玲玲.人工浮床技术[J].水科学与工程技术,2012,2:24-26.
    [217]李进军.污染底泥环保疏浚技术[J].中国港湾建设.2005,12(6):46-48.
    [218]李明珍,蒋国强,朱锡培.上海地区黑臭河道治理技术分析[J].净水技术,2010,29(5):1-3,45.
    [219]李青.城市污染河流生物-生态修复研究——以广州市石井河流域为例[博士学位论文].广州:中山大学,2010:32-143.
    [220]李田,郑瑞东,朱军.排水管道检测技术的发展现状[J].中国给水排水,2006,(12):11-13.
    [221]李彤彤,井伟伟.浅谈城市污水再生利用技术研究[J].广东化工,2010,37(4):161-162.
    [222]李维炯,倪永珍.EM(有效微生物群)的研究与应用[J].生态学杂志,1995,14(5):58-62.
    [223]李卫海,林碧华,廖海山.城镇排水管道检测技术的发展与应用[J].广州建筑,2009,(1):33-37.
    [224]李卫忠,郑晓贤.生态公益林建设效益评价指标体系初探[J].内蒙古农业大学学报,2001,11(1):91-93.
    [225]李向军.关于雨水资源如何利用的探讨[J].中国建设技术结构,2008,12:51-56.
    [226]李勇,王超,朱亮,戴连栋.雨水集蓄利用的环境效应及研究展望[J].水土保持研究,2002,19(4):18-21.
    [227]李志勇,胡进民,李志威.广州市石井河河道淤积与治理对策[J].中国农村水利水电,2011,2:28-29.
    [228]梁仁礼.广东某市污水管网系统一期工程设计实例[J].中国给水排水,2012,28(12):38-41.
    [229]梁俊涛,王海玲,律海波,刘涛.雨污联合调蓄技术在昆明市第二污水处理厂服务区域的应用研究[J].给水排水,2009,35(7):33-36.
    [230]廖泉文.人力资源考评系统[M].济南:山东人民出版社,2000:395-410.
    [231]廖振良,徐祖信,高廷耀.苏州河环境综合整治一期工程水质模型分析[J].同济大学学报(自然科学版)2004,32(4):409-502.
    [232]凌晖,王诚信,史可红.污染河流的纯氧曝气复氧[J].中国给水排水,1999,15(8):49-51.
    [233]林力,杨惠芳.生物整治技术进展[J].环境科学,1997,18(3):67-71.
    [234]林群慧.乘势而生的政府环保绩效评估[J].环境经济,2005,(7):34-37.
    [235]林小勇,陈志华.浅析WN型环保采泥船在塘河生态治理中的应用[J].内蒙古水利,2011,(2):162-163.
    [236]林孝悌,郭文明.温瑞塘河现状及综合整治对策[J].水利水电技术,2001,32(2):58-61.
    [237]林艳,张智,唐显枝,桃花溪流域彩云湖水环境保护工程的设计[J].中国给水排水,2009,25(6):48-51.
    [238]刘昌明,刘晓燕.河流健康理论初探[J].地理学报,2008,16(3):683-692.
    [239]刘海涛,李莉.市政排水管网优化设计的方法研讨[J].西南给排水,2009,31(4):18-19.
    [240]刘慧娟.政府绩效审计评价指标体系研究[J].商业经济,2006,11:284-285.
    [241]刘江红.生物制剂在生活污水处理中的应用研究[J].大庆师范学院学报,2009,29(6):105-107.
    [242]刘延恺,陆苏,孟振全.河道曝气法:适合我国国情的环境污水处理工艺[J].环境污染与防治,1994,16(1):22-25.
    [243]刘全中.人工湿地系统水质净化技术的工艺设计[J].给水排水,2001,27(8):35-39.
    [244]刘晓海,高云涛,陈建国,张军莉.人工曝气技术在河道污染治理中的应用[J].云南环境科学,2006,25(1):44-46.
    [245]刘耀龙,王军,叶明武,徐世远,胡蓓蓓,赵庆良.公众综合防灾意识测评——以上海市为例[J].城市问题,2008(11):77-82
    [246]刘银凤.渭河流域水污染管理信息系统[硕士学位论文].西安:西北工业大学.2005:14-65.
    [247]刘增进,张建伟.污水灌溉在我国发展的必要性分析[J].安徽农业科学,2008,36(20):8738-8739.
    [248]柳惠青.湖泊污染内源治理中的环保疏浚[J].水运工程,2000,322(11):21-27.
    [249]陆柏昊.市政管网优化技术研究现状与趋势[J].广西城镇建设,2011,9:69-73.
    [250]陆朴.浅谈秦淮河环境综合整治的生态措施[J].江苏水利,2004,8:34-35.
    [251]陆玉兰.城市沿江滨水地区规划设计及开发探索——以广西南宁市邕江沿岸滨水地区为例[J].广西城镇建设,2011,(7):18-20.
    [252]罗家海.广州市石井河水质污染及其对水源的影响分析[J].重庆环境科学,2002,24(5):70-72.
    [253]骆昆,华慧娟.南京内秦淮河水污染治理初探[J].环境监控与预警,2010,2(2):43-45.
    [254]马立珊,骆永明,吴龙华,吴胜华.浮床香根草对富营养化水体氮磷去除动态及效率的初步研究[J].土壤.2000,2:99-101.
    [255]麦穗海,黄翔峰,汪正亮,徐青萍,吴志超.合流制排水系统污水溢流污染控制技术进展[J].四川环境,2004,23(3):18-21.
    [256]毛晔,姚玉蓉,张星.大型公共工程绩效审计模型—基于可持续性的研究[J].审计与经济研究,2006,21(5):27-30.
    [257]孟凡超,王玉杰,赵占军,赵洋毅,雷声坤.城市河道岸坡近自然治理技术及其生态效应评价[J].水土保持研究,2010,17(6):228-233.
    [258]米文秀,谢冰.城市绿地对雨水径流中污染物削减效果研究[J].上海化工,2007,32(10):2-4.
    [259]倪艳芳.城市面源污染的特征及其控制的研究进展[J].环境科学与管理,2008,33(2):53-57.
    [260]倪晋仁,崔树彬,李天宏,金玲.论河流生态环境需水[J].水利学报,2002(9):14-19.
    [261]聂发辉,李田,宁静.概率分析法计算下凹式绿地对雨水径流的截留效率[J].中国给水排水,2008,24:53-56.
    [262]潘琇,王亮,刘恩玲,谢拾冰.温州市温瑞塘河流域地表径流污染负荷的调查与评价[J].现代农业技术,2007,(18):189-190.
    [263]彭婷,姜佩华.基于层次分析法的城市环境绩效评估研究[J].能源与环境,2007,1:13-14.
    [264]彭志良,林奎,曾凡棠.环境管理决策支持系统的研究[J].环境科学,1996,17(5):48-52.
    [265]戚振东.政府绩效审计评价指标体系研究[J].陕西审计,2004,6:4-5.
    [266]钱嫦萍,陈振楼,曹承进,王军.人工湿地技术削减雨水初期径流污染负荷研究进展[J].华东师范大学学报(自然科学版).2011,1:55-62.
    [267]钱进,王超,王沛芳,侯俊.河湖滨岸缓冲带净污机理及适宜宽度研究进展[J].水科学进展,2009,(20):139-144.
    [268]秦仁杰,张宝静,刘朝晖.高速公路通道集水净化渗透系统及其水质分析[J].环境工程,2009,27(3):29-32.
    [269]卿海龙,戴良铁.基于层次分析法的绩效评估指标权重确定方法[J].商场现代化,2005,(44):260-261
    [270]邱令冰.昆明市城市污水处理厂现状调查和分析[J].云南环境科学,2006,25(增):36-38.
    [271]屈雅琴,张建林,黎慧华.重庆彩云湖水库湿地公园种植规划设计[J].南方农业:园林花卉版,2007,2:12-15.
    [272]全向春,杨志峰,汤茜.生活污水分散处理技术的应用现状[J].中国给水排水,2005,21(4):24-27.
    [273]饶碧华,韩冰,姜文超,张智,张勤.重庆市城市河流管理对策的探讨——以桃花溪为例[J].重庆建筑,2009,8(8):20-23.
    [274]任秋月.公共工程绩效审计评价指标研究[硕士学位论文].重庆:重庆大学.2008:15-20.
    [275]任树梅,周纪明,刘红,孟光辉.利用下凹式绿地增加雨水蓄渗效果的分析与计算[J].中国农业大学学报,2000,5(2):50-54.
    [276]任照阳,邓春光.生态浮床技术应用研究进展[J].农业环境科学学报,2007,26(增刊):261-263.
    [277]任玉芬,王效科,韩冰,欧阳志云,苗鸿.城市不同下垫面的降雨径流污染[J].生态学报,2005,25(12):3225-3230.
    [278]日本国土厅编,吴浓娣译.日本全国水资源综合规划[M].北京:中国水利水电出版社,2002:25-75.
    [279]阮仕平,党志良,胡晓寒,马飞,张孟涛.基于GIS的铜川新区水环境管理决策支持系统研究[J].干旱区资源与环境,2004,18(5):38-42.
    [280]上海市政工程设计研究院.成都路调蓄池工程初步设计说明书及附图[R].上海:上海市政工程设计研究院,2002.
    [281]尚宏琦,鲁小新,高航.国内外典型江河治理经验及水利发展理论研究[M].河南:黄河水利出版社,2003:101-118.
    [282]沈银武,刘永定,吴国樵,熬鸿毅,丘昌强.富营养湖泊滇池水华蓝藻的机械清除[J].水生生物学报,2004,28(2):131-136.
    [283]石德坤.修复技术在南明河污染治理中的应用[J].水土保持通报,2008,28(4):138-140.
    [284]石文娟,刘辉,张学洪.应用人工湿地控制降雨径流污染的实验研究[J].西南给排水,2007,29(2):20-23.
    [285]首都水资源可持续利用工程项目组.北京城区雨洪控制与利用技术研究与示范技术报告[R].2005.
    [286]宋祥甫,邹国燕,吴伟明,金千瑜,应火东.浮床水稻对富营养化水体中氮、磷的去除效果及规律研究[J].环境科学学报,1998,18(5):489-494.
    [287]孙从军,张明旭.河道曝气技术在河流污染治理中的应用[J].环境保护,2001,20(4):12-14.
    [288]孙从军,张明旭,程曦,陈漫漫.苏州河充氧船运行方案研究[J].环境科学与技术,2006,29(6):24-27.
    [289]孙雪岚,胡春宏.河流健康的内涵及表征[J].水电能源科学,2007,25(6):25-30.
    [290]孙珩,唐俊峰,耿嘉庆.基于控制变量法的下凹式绿地参数设计方法探讨[J].城市建设理论研究(电子版),2012,第31期.
    [291]孙跃平,朱丹华,杨后军.地下排水管道破损的原因分析及其修复对策http://www.guanli-sh.com/.2009年7月8日.
    [292]谭凌智,安黛宗,萧劲东.蓄水陶土对雨水面源污染物的吸附性能研究[J].中国给水排水,2008,24(5):98-101.
    [293]谭琼,李田,张建频,时珍宝.初期雨水调蓄池运行效率的计算机模型评估[J].中国给水排水,2007,123(18):47-50.
    [294]谭天,徐晓东.生活污水生态土壤深度处理技术在河道治理中的应用[J].浙江水利科技,2006,(2):44-46.
    [295]谭天,林孝悌,王天聪.生态修复技术在温州河道污染治理中的应用[J].水科学与工程技术,2006,增刊:7-9.
    [296]唐克洁.排水管道的不开槽更新技术[J].天津市政工程,1996,8(1):26-32.
    [297]唐艳,胡小贞,卢少勇.污染底泥原位覆盖技术综述[J].生态学杂志,2007,26(7):1125-1128.
    [298]唐崇杰,林继发.区域水环境管理决策支持系统的研究和开发—以湛江市为例[J].环境科学与管理,2007,32(5):12-15.
    [299]田伟君,王超,李勇,翟金波.城市污染水体强化净化技术研究进展[J].河海大学学报(自然科学版),2004,32(2):136-139.
    [300]田仲,苏德荣,管德义.城市公园绿地雨水径流利用研究[J].中国园林,2008,(11):61-65.
    [301]屠怡倩.水质调蓄池在分流、合流制排水系统中的应用[J].中国市政工程,2009,5:35-37.
    [302]王宝山,黄廷林,聂小保,蔡蓓蓓.生态绿地控制初期雨水径流污染的研究[J].中国给水排水,2010,26(3):11-14.
    [303]王本福,张现科.浅谈白马河翻板泄洪闸改建工程[J].水利电力机械,2007,29(9):134-136.
    [304]王诚信,凌晖,史可红.污染河流的纯氧曝气复氧[J].上海环境科学,1999,18(9):411-413.
    [305]王光浩,周坚.项目后评价方法探讨分析[J].工业工程与管理,2000,(3):37-39.
    [306]王海燕.污水回用技术研究进展[J].黑龙江科技信息,2008,(2):31.
    [307]王红,张林,丁春莉.GIS在陕西省水环境功能区划管理信息系统中的应用[J].陕西环境,2002,9(5):35-36.
    [308]王金凤,刘臣辉,任晓明.层次分析法在环境绩效评估中的应用[J].环境科学与管理,2011,36(6):172-175.
    [309]王菊,陈凡,雷阵,张伟莉.南明河水环境综合治理状况及处理措施研究[J].贵州水力发电,1999,13(1):55-60.
    [310]王玲玲,张令戈.大连市水环境功能区划管理信息系统的设计[J].辽宁城乡环境科技,2003,23(3):53-54.
    [311]王梅,杜典初.巡司河水污染初探[J].高校理科研究,2007,(19):76-77.
    [312]王倩.香根草系统在中小河流治理中的应用[J].湖南水利水电,2010,6:73-75.
    [313]王庆成,于红丽,姚琴,韩壮行,乔树亮.河岸带对陆地水体氮素输入的截流转化作用[J].应用生态学报,2007,18(11):2611-2617.
    [314]王然,王昶.生活污水分散处理技术的进展[J].生物加工过程,2007,5(2):1-5.
    [315]王跃华.府南河进一步综合整治及开发的建议和方法[J].成都大学学报(自然科学版),2005,24(3):182-185.
    [316]王燕飞.水污染控制技术[M].北京:化学工业出版社,2001:1-2.
    [317]王永磊,李军.我国分散式中小型污水处理技术研究及应用[J].水工业市场,2012,3:34-39.
    [318]王占生,刘文君.微污染水源饮用水处理[M].北京:中国建筑工业出版社,1999,10:181-187.
    [319]王震球.引江换水在秦淮河生态修复整治中的实践与探索[J].水利建设与管理,2009,4:61-63.
    [320]王卓.GIS在汾河流域水环境管理信息系统的应用研究[硕士学位论文].山西:太原理工大学,2010:3-9.
    [321]魏才捷,吴为中,陶淑,李德生.多级土壤渗滤系统处理滇池入湖河水的研究[J].中国给排水,2010,26(9):104-111.
    [322]魏俊,王银龙,陶如钧,杜运领,韩万玉.重庆市清水溪高滩岩生态修复一期工程设计[J].中国给水排水,2013,29(2):30-33.
    [323]吴保承,沈国强,杨春霞,张栋.微生态制剂在水质净化中的应用现状及展望[J].环境科学与技术,2010,33(12F):408-410.
    [324]吴浩云.引江济太调水试验关键技术研究和应用[J].中国水利,2008,1:6-8.
    [325]吴俊卿,郑慕琦,张志兴.绩效评价的理论与方法[M].1992,9.
    [326]吴林林.黑臭河道净化试验研究及综合治理工程应用[硕士学位论文].上海:华东师范大学.2007:17-40.
    [327]吴圣斌.人工生态工程技术在白马支河黑臭水体净化中的应用[J].水利科技,2006,(4):19-21.
    [328]夏昌.白马河泵站沉井结构设计[J]福建建设科技,1998,4:30-31.
    [329]夏汉平.人工湿地处理污水的机理与效率[J].生态学杂志,2002,21(4):51-59.
    [330]项怀成.中国财政管理[M].北京:中国财政经济出版社,2001:5-24.
    [331]向红梅.汾河河道工程管理信息系统的创建与研究[硕士学位论文].山西:太原理工大学,2010:22-77.
    [332]肖华斌.基于河流生态修复的城市河流廊道景观规划研究——以广州市石井河为例[硕士学位论文].广州:中山大学,2007:20-45.
    [333]肖青,马蔚纯,张超.基于ArcView的空间型苏州河环境信息系统原型研究[J].环境科学研究,1999,19(2):23-30.
    [334]谢海文,沈乐.河流曝气技术简介[J].水文,2009,29(3):59-63.
    [335]谢雨彬,刘敏.城市非点源污染特征及控制管理[J].环境保护,2008,40(11):18-20.
    [336]邢俊芳.最新国外效益审计[M].北京:中国时代经济出版社,2004:71-88.
    [337]熊万永.福州内河引水冲污工程的实践与认识[J],中国给水排水,2000,6(7):26-28.
    [338]熊万永,李玉林.人工曝气生态净化系统治理黑臭河流的原理及应用[J].四川环境,2004,23(2):34-36.
    [339]徐贵泉,陈长太,林卫青,卢士强.苏州河沿岸初期雨水调蓄池控制溢流控制研究[J].上海水务,2005,21(3):14.
    [340]徐贵泉,陈长太,张海燕.苏州河初期雨水调蓄池控制溢流污染影响研究[J].上海水务,2006,17(5):705-708.
    [341]徐贵泉,林卫青,张善发.苏州河环境综合整治二期水务工程效益研究[R].上海:上海市科委,2004:5-27.
    [342]徐化成.景观生态学[M].北京:中国林业出版社.1996:155-157.
    [343]徐丽花,周琪.暴雨径流人工湿地处理系统设计的几个问题[J].给水排水,2001,27(8):32-34.
    [344]徐丽花,周琪.人工湿地控制暴雨径流污染的实验研究[J].上海环境科学,2002,21(5):274-277.
    [345]徐亚同,史家樑.上澳塘水体生物修复试验[J].上海环境科学,2000,19(10):480-484.
    [346]徐续,曹家顺.河道曝气技术在苏州地区河流污染治理中的应用[J].水资源保护,2006,22(1):30-33.
    [347]徐祖信.河流污染治理技术与实践[M].北京:水利水电出版社.2003:523.
    [348]薛英文,文倩倩.基于粒子群算法的污水管网优化设计[J].中国农村水利水电,2010,8:40-42.
    [349]严敏,高乃云.现代排水管道检测技术[J].给水排水,2007,(1):110-112.
    [350]阎丽凤,石险峰,于立忠,苗永刚,姚立平,李莉.沈阳地区河岸植被缓冲带对氮、磷的削减效果研究[J].中国生态农业学报,2011,19(2):403-408.
    [351]杨多贵,陈劭锋,王海燕,牛文元.云南省可持续发展能力研究与评价[J].地理学与国土研究,2001,17(3):1-6.
    [352]杨敦,徐丽花,周琪.潜流式人工湿地在暴雨径流污染控制中应用[J].环境保护,21(4):334-336.
    [353]杨帆,高大文,高辉.高效吸收氮、磷的滨岸缓冲带植物筛选[J].东北林业大学学报,2010,38(9):62-62.
    [354]杨凡.完善公共工程投资项目绩效审计评价体系的设想[J].黑龙江对外经贸,2006,11:284-285.
    [355]杨清海,吕淑华,李秀艳,黄民生,杨凯.城市绿地对雨水径流污染物的削减作用[J].华东师范大学学报(自然科学版),2008,2:41-47.
    [356]杨汉元,肖明尧CCTV管道内窥技术在城市排水管道检测中的应用[J].城建档案,2008,(5):43-45.
    [357]杨家华,郭志宏.EM技术及其在水环境保护中的应用研究进展[J].环境科学与技术,2007,30(6):112-115.
    [358]杨玉培,林农.绿化、文化与水系风景的共融——成都市府南河环城绿化规划设计研究[J]. 中国园林,2000,16(4):42.
    [359]杨忠权,吴颖,袁德美.德尔菲法的定量探讨[J]情报理论与实践,1995,5:12-15.
    [360]杨仲毅.温瑞塘河调水优化方案规划[J].中国水运,2009,9(9):187-188.
    [361]姚海燕,张民.乌鲁木齐河流域水管理信息系统[J].水文,2006,26(2):78-80.
    [362]尹军,陈雷,王鹤立.城市污水的资源再生及热能回收利用[M].北京:化学工业出版社,2003:18-22.
    [363]尹炜,李培军,叶闽,王孟,杨国胜,陈惠敏.塘-人工湿地生态系统处理城市地表径流的初期运行[J].环境工程,2006,24(3):93-95.
    [364]于少鹏.培育人工湿地净化污水研究[J].哈尔滨学院学报,2003,24(7):54-59.
    [365]余建寅.运用生态净化沼气技术治理温瑞塘河水污染[J].中国沼气,2007,25(3):36-37.
    [366]余瑞彰,李秀艳,孟飞琴,张慧,吕淑华.模拟装置研究绿地系统在暴雨径流污染控制中的作用[J].安全与环境学报,2008,8(6):34-38.
    [367]曾向前.石井河流域城中村雨污分流改造探讨[J].中国水运,2010,10(7):178-179.
    [368]曾宇,秦松.光合细菌法在水处理中的应用[J].城市环境与城市生态,2000,13(6):29-31.
    [369]翟新生.建立政府绩效审计评价指标体系[J].中州审计,2004,11:23-24.
    [370]张丙印,倪广恒.城市水环境工程[M].北京:清华大学出版社,2005:25-30.
    [371]张辰.合流制排水系统溢流调蓄技术研究及应用实例分析[J].城市道桥与防洪,2006,5:124.
    [372]张创虎.污水管网优化设计研究[硕士学位论文].武汉:武汉理工大学,2004:4.
    [373]张峰华,王学江.河道原位处理技术研究进展[J].四川环境,2010,29(1):100-105.
    [374]张洪玲,邹俊,陈昕.多级土壤渗滤系统处理太湖流域农村生活污水的工程研究[J].安徽农业科学,2011,39(9):5178-5180.
    [375]张虎成,田卫,俞穆清.人工湿地生态系统污水净化研究进展[J].环境污染治理技术与设备,2004,2(5):11-15.
    [376]张建春,彭补拙.河岸带研究及其退化生态系统的恢复与重建[J].生态学报,2003,23(1):56-63.
    [377]张杰,熊必永,杨宏,李捷.污水深度处理与水资源可持续利用[J].给水排水,2003(6)29-32.
    [378]张金梅,郭其宽,施永生.城市污水回用技术简述[J].云南化工,2007,34(4):76-78.
    [379]张隽.生态浮床技术治理污染水体的应用[J].科技资讯,2008,21:101-102.
    [380]张珺,张健富,朱建国.给排水管道检测评价方法在天津港南疆路的应用[J].价值工程,2010,(20):125-126.
    [381]张力.城市合流制排水系统调蓄设施计算方法研究[J].城市道桥与防洪,2010,2(2):130-133.
    [382]张利平.浅谈污水管网系统优化设计[J].给水排水,2012:95-104.
    [383]张连文.管道泄漏检测技术及评价[J].油气田地面工程,2003,(4):1-3.
    [384]张亮,黄擎.污水回用研究进展[J].化工进展,2009,(28):4346.
    [385]张毛清.湖北省专门出台措施力争避免决策失误[EB/OL].北京:中国广播网,http: //news.sina.com.cn/c/20050311/14025333756s.shtml2006年4月27日.
    [386]张鹏,张旭东,黄玲玲,刘文国,朱维双,唐森强.不同宽度硬头黄竹林河岸缓冲带对地表 径流的拦截效应[J].水土保持学报,2009,23(6):23-27.
    [387]张齐元.城市污水管网优化设计研究[硕士学位论文].合肥:合肥工业大学,2011:2.
    [388]张茜,张霖,李妲,王娜.秦淮河治理修复情况浅析及相关建议[J].中国水运(下半月刊),2010,10(9):161-164.
    [389]张效国,匡桂云,顾珏蓉.苏州河环境综合整治二期工程措施研究[J].上海建设科技,2003,(20):24-25.
    [390]张旭霞.公共部门绩效评估[M].北京:中国商务出版社,2006:1-10.
    [391]张颐.天津市水环境监测管理信息系统的研究[硕士学位论文].天津:天津大学,2005:27-40.
    [392]张勇,黄民生,赵丰.一种用于河道水体生态修复的梯级装置[P].中国发明专利:200810036037.出版日期:2008-09-17.
    [393]张勇.城市黑臭河道生境改善与生态重建实验研究:技术耦合效应及机制[博士学位论文].上海:华东师范大学,2010,5:12-15.
    [394]张竹林.公共工程投资绩效审计评价指标体系构建初探[J].商业会计,2006,8:15-17.
    [395]章建波,宋小文,胡树根.曝气机的创新设计[J].机械制造,2004,42(475):46-48.
    [396]赵建伟,单保庆,尹澄清.城市面源污染控制工程技术的应用及进展[J].中国给水排水,2007,23(12):1-5.
    [397]赵金辉,王艳霞.高速公路降雨径流污染控制措施研究进展[J].环境科学与技术,2007,30(8):103-105.
    [398]赵同宇.浅谈城市污水管网系统优化[J].科技向导,2010,4:197-198.
    [399]赵薇,张艳桥.人工湿地在雨水处理与湖泊水质改善中的应用研究[J].环境保护科学,2010,36(1):24-27.
    [400]赵小平.政府公共工程绩效审计评价指标体系研究[硕士学位论文].成都:西南财经大学,2007:62-63.
    [401]赵彦伟,杨志峰.河流健康:概念、评价方法与方向[J].地理科学,2005,1:119-124.
    [402]迮秋华.浅谈苏州河市区段底泥疏浚方案[J].上海水务,2007,23(2):15-17.
    [403]郑金秀,胡春华,彭祺,董向荣.底泥生态疏浚研究概况[J].环境科学与技术,2007,30(4):111-114.
    [404]郑璐,钱钧.城市护城河水环境整治的思考——以南京秦淮河为例[J].水利科技与经济,2012,18(11):14-16.
    [405]中国环境科学协会.环境科学技术发展报告[M].北京:中国科学技术出版社,2009:57-80.
    [406]中国环境科学协会.环境科学技术发展报告[M].北京:中国科学技术出版社,2012:7-9.
    [407]中国就业培训技术指导中心组织编写.企业人力资源管理师(二级)[M]北京:中国劳动社会保障出版社,2007:213-268.
    [408]钟萍,李丽,李静媚,徐凤英,刘正文.河流污染底泥的生态修复[J].生态科学,2007,26(2):181-185.
    [409]钟荣.政府绩效审计评价指标体系设计[J].陕西审计,2005,5:6-7.
    [410]周长城,吴淑凤.建立人民生活质量指标体系的理论依据[J].武汉大学学报(社会科学版),2001,54(3):381-387.
    [411]周栋,陈振楼,毕春娟,王骏,林守民,祁莹莹.沸石和麦饭石组合滤料对城市降雨径流氮磷去除效率的研究[J].华东师范大学学报(自然科学版),2011,(1):185-193.
    [412]周怀东.水污染与水环境修复[M].北京:化学工业出版社,2005:120-122.
    [413]周杰,章永泰,杨贤智.人工曝气复氧治理黑臭河流[J].中国给水排水,2001,17(4):47-49.
    [414]周杰.基于渭河咸阳段的水环境管理信息系统研究[J].世界华商经济年鉴·科学教育家,2009,3:56-59.
    [415]周斯建,赵印泉,彭培好,别小娟,孙传敏.府南河新增绿地园林植物种类多样性与造景研究[J].农业科技与信息(现代园林),2008,9:48-50.
    [416]周勇.排水管道的内窥检测技术[J].中国市政工程,2007,(1):91-93.
    [417]朱根华,万钱江.小型生活污水厌氧处理装置的构造与特性[J].中国给水排水,2003,19(8):84-85.
    [418]朱广伟,陈英旭,田光明.水体沉积物的污染控制技术研究进展[J].农业环境保护,2002,21(4):378-380.
    [419]朱兰保,盛蒂.污染底泥原位覆盖控制技术研究进展[J].重庆文理学院学报(自然科学版),2011,3(30):38-42.
    [420]朱浩川.苏州河综合整治一期工程十大子项目之一的苏州河支流污水截流工程[J].上海建设科技,2003,(2):24-25.
    [421]朱民强,王如春.排水管网维护中的高新技术应用[J].城市道桥与防洪,2007,(5):51-56.
    [422]朱微,许光祥.桃花溪流域综合治理及工程实践[J].水利与建筑工程学报,2010,8(5):117-118.
    [423]朱炜宏.南方城市季节性河流滩涂绿化的适宜性探讨——以南宁邕江两岸滨水景园工程为例[J].规划师,2008,24(9):35-38.
    [424]朱永青,林卫青.苏州河梦清园人工湿地净化效果模拟研究[J].上海环境科学,2009,28(1):33-37.
    [425]诸葛亦斯,刘德富,黄钰铃.生态河流缓冲带构建技术初探[J].水资源与水工程学报,2006,17(2):63-67.
    [1]中华人民共和国环境保护部http://www.zhb.gov.cn/.
    [2]中华人民共和国水利部http://www.mwr.gov.cn/.
    [3]中国国家统计局http://www.stats.gov.cn/.
    [4]上海环境http://www.sepb.gov.cn/.
    [5]南京市环境保护局.http://www.njhb.gov.cn/.
    [6]福州环境保护http://www.fzepb.gov.cn/.
    [7]武汉市环境保护局.http://www.whepb.gov.cn/.
    [8]长沙市环境保护局http://hbj.changsha.gov.cn/.
    [9]广州环境保护http://www.gzepb.gov.cn/.
    [10]南宁市环境保护局http://www.nnhb.gov.cn/.
    [11]昆明市环境保护局http://www.kmepb.gov.cn/.
    [12]重庆市环境保护局http://www.cepb.gov.cn/.
    [13]四川省环境保护厅http://www.schj.gov.cn/.
    [14]贵阳市生态文明建设委员会http://www.ghb.gov.cn/.
    [15]贵阳网http://www.gywb.cn/.
    [16]中国温州.http://www.wenzhou.gov.cn/.
    [17]温州政府信息公开http://xxgk.wenzhou.gov.cn/.
    [18]百度知道http://zhidao.baidu.com.
    [19]百度百科http://baike.baidu.com.
    [20]温州鹿城http://www.lucheng.gov.cn/.
    [21]温州市统计局http://www.wzstats.gov.cn/.
    [22]鹿城统计http://www.lctj.gov.cn/.
    [23]昆明市统计局http://tjj.km.gov.cn/.
    [24]昆明官渡http://www.guandu.gov.cn/.
    [25]南方日报网http://www.nfdaily.cn/.

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