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长距离调水工程水质安全研究与应用
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摘要
近年来,国家加大开展水环境保护和水污染防治等工作的力度,其中调水工程水质安全是保障人民饮水安全的一个关键问题,但至今尚未系统解决。作者在参加引滦入津水源保护工程管理信息系统建设开发的过程中,探索研究长距离调水工程水质安全若干重要问题,得到了一些启发,进而开展了研究工作,具体包括以下几个方面:
     (1)在归纳总结国内外长距离调水工程的特点和研究水质状况工作的基础上,提出长距离调水工程水质安全的基本概念,认为调水工程水质安全不单单是水源区和输水线路上水体自身的水质状况达标,更深一层是调水工程对流域生态环境的影响,归根到底是调水区和受水区人民的生命安全,体现了以人为本、人与自然和谐发展。
     (2)将河道水质模型、湖泊(水库)水质模型和水质评价模型联合起来,建立调水工程水质安全模型。从实际工程出发,以引滦入津调水工程为例,借鉴前人的研究成果,分析引滦20年来的水文水质监测成果,通过模型率定和模型验证,引滦入津调水工程水质安全模型精度较好,能对引滦全线水体水质进行趋势预测,掌握沿线各特征断面的水质的变化情况。
     (3)基于引滦入津工程水质现状,分析引滦沿线和于桥水库所面临的水环境问题,应用引滦入津调水工程水质安全模型,解决水质安全问题:研究黎河段河道冲污以解决输水初期入库水质比静水期差的问题;模拟于桥水库水质变化趋势,对于桥水库富营养化状况进行评价及预警;对于桥水库洪沥面源污染进行模拟分析进而控制面污染源;对水污染突发事件进行模拟预测,精确掌握污染物扩散速度和对下游的影响,为及时做出响应和采取相应措施提供科学依据。
     (4)以引滦入津调水工程水质安全模型为核心,结合网络、计算机、数据库、通信、3S等信息技术开发了引滦入津水资源管理系统,实现引滦入津调水工程水质安全管理的现代化,为其他引供水信息系统建设提供经验。
In recent years, the government makes greater efforts to protect water environment and prevent water pollution. It is critical that the security of water quality of water diversion project ensures the people’s drinking water security, which has not been solved by now. The author participated in the process of developing the water conservation project management information system of Luan River-Tianjin water diversion project. The certain important questions of the security of water quality of long distance water diversion project were analyzed. The main study results are as follows:
     Based on the summarizing the characters of long distance water diversion project and studying on water quality status, the paper presents the concept of the security of water quality of long distance water diversion project. The concept points out that not only the water quality in the water source and water diversion route should meet the standard, it should also consider the influence of the diversion project on the ecological environment of the basin. Finally, it means life safety in the water supply and reception region and manifests the person and the nature harmonious development.
     By combining with river and reservoir water quality model and water quality evaluation model, the paper established the security of water quality of water diversion project model. Taking Luan River-Tianjin water diversion project as an example, the paper analyze hydrographic and water quality data of last twenty years. Based on the model verification, the security of water quality of Luan River-Tianjin water diversion project model can simulate and predict the water quality of section along the water diversion route more precisely.
     Based on the security of water quality of Luan River-Tianjin water diversion project model, the secure problem of water quality was solved. For instance, study on the pollutant sluicing in the Li-river, the problem of water quality of inflow of Yuqiao reservoir on the initial period of water diversion worse than the still water was solved. The model simulated and predicted the water quality, evaluated eutrophication of Yuqiao reservoir and warned danger. The non-point pollution sources were controlled by simulating the influence of non-point pollution sources by flood flow of Yuqiao reservoir. By simulating and predicting the water pollution emergency, the pollutant diffusion velocity and the influence of pollution in downstream were accurately calculated. It provides scientific foundation for making the response and taking measures promptly.
     Based on the security of water quality of Luan River-Tianjin water diversion project model, combined with internet, computer, database, communication and 3S technology, water resource management of Luan River-Tianjin water diversion project was developed. It provides valuable experience for other diversion project.
引文
[1]中华人民共和国水利部,2006年水资源公报[R]. 2007.
    [2]董哲仁,孙亚东.生态水利工程原理与技术[M].北京:中国水利水电出版社,2007.51
    [3]国务院,国家环境保护“十一五”规划. 2007.
    [4]杨树清,21世纪中国和世界水危机及对策[M].天津;天津大学出版社,2004.19-26.
    [5]杨立信,国外调水工程[M].北京:中国水利水电出版社,2003.
    [6]周小兵,张立德,刘广林,长距离调水工程管理信息系统[M].北京:中国水利水电出版社,2007.
    [7] Campbell, S.G. et al. Modeling Klamath River System Operation for Quantity and Quality [J]. J. Water Planning Resources and Management. 127(5), 284-294,2000.
    [8]文伏波,韩其为,许炯心,胡春宏,陈吉余,李国英,董哲仁,王光谦.河流健康的定义与内涵[J].水科学进展,2007,18(1):140-150.
    [9]董哲仁,河流健康的内涵[J].中国水利,2005(4):15-18.
    [10]李国英.黄河治理的终极目标是“维持黄河健康生命”[J].中国水利,2004(1):6-7.
    [11] Baina M B, Harigb A L, Loucksc D P, et al. Aquatic ecosystem protection and restoration: advances in methods for assessment and evaluation [J]. Environmental Science and Policy, 2000,3(S1): 89-98.
    [12] Ladson A R, White L J, Doolan J A, et al. Development and testing of an index of stream condition for waterway management Australia [J]. Freshwater Biology, 1999,41(2):453 468.
    [13] Karr J R. Defining and measuring river health [J]. Freshwater Biology, 1999,41(2):221 234.
    [14] Schofield N J, Davies P E. Measuring the health of our rivers [J] Water, 1996,23(5/6):39 43.
    [15] Brizga S, Finlays B. River management: the Australian experience [M]. New York: John Wiley and Sons, 2000.265-284.
    [16]王国胜,徐文彬,林亲铁等.河流健康评价方法研究进展[J].安全与环境工程,2006,13(4):14-17.
    [17]吴阿娜,杨凯,车越等.河流健康状况的表征及其评价[J].水科学进展,2005,16(4):602-608.
    [18]吴阿娜,杨凯,车越等.河流健康评价在城市河流管理中的应用[J].中国环境科学,2006,26(3):359-363.
    [19]赵彦伟,杨志峰.河流健康:概念、评价方法与方向[J].地理科学,2005,25(1):119-124.
    [20]赵彦伟,杨志峰.城市河流生态系统健康评价初探[J].水科学进展,2005,16(3):349-355.
    [21]耿雷华,刘恒,钟华平等.健康河流的评价指标和评价标准[J].水利学报,2006,37(3):254-258.
    [22]涂向阳.基于生态环境需求的雨洪资源存储和开发模式研究:[博士学位论文],天津;天津大学,2007.
    [23] Jorgensen S.E., Examination of a lake model [J]. Ecological model. 1979, 4(2)
    [24] Vollenweider R.A., Scientific fundamentals of lake and stream eutroPHication, with particular reference of PHosPHorus and nitrogen as eutroPHication factors [J]. OECD,1968.
    [25] Vollenweider R.A., Input-output models with special reference to the PHosPHorus loading concept in limnology [J]. Hydrol. 1975, 37(1).
    [26] Di Toro, D. Metal, Mathematical models of water quality in large lakes [J]. Environmental Protection Agency, 1980.
    [27] Gerald, T. Orlob. Mathematical Modeling of Water Quality: streams,lakes and reservoirs [J]. 1983.
    [28] Carl W. Chen and Gerald T. Orlob, Ecological simulation for aquatic environments [J]. Academic Press, 1975.
    [29] Carpenter S.R., Christenssen D.L., Biological control of eutroPHication [J]. Environment Science and Technology, 1995, 29(3).
    [30] R.V. Thomann, J.A.Mueller. Principles of surface water Quality Modeling and control [J]. 1991.
    [31] J.R. Johns, R.W.Bachmann. Prediction of PHosPHorus and chloroPHyll levels in lakes [J]. J. Water Pollution Control Fed.1976.8.
    [32] Mendelsohn, H. Rines. Hydrodynamic and water quality modeling of Lake Champlain Management Conference, Boston, Applied Science Assocciates, 1994.
    [33] Myer, G..K. Gruendling. Limonology of Lake Champlain: Lake Champlain Basin Study,Suny at Plattsburg, 1979.
    [34] Vermont Department of Environmental Conservation and New York State Department of Environmental Conservation. Lake Champlain feasibility study, US EPA. 1992.
    [35] Von. Straten, Modeling and managing shallow lake eutroPHication with application to lake Balaton. 1983
    [36]日本机械工业联合会,水域的富营养化及其防治对策[M].北京:中国环境科学出版社,1987.
    [37]金相灿等,中国湖泊富营养化[M].北京:中国环境科学出版社,1990.
    [38]金相灿,朱萱.我国主要湖泊和水库水体的营养特征及其变化[J].环境科学研究,1991,4(l):11-20.
    [39]秦伯强,胡维平,陈伟民等.太湖水环境演化过程与机理[M].科学出版社,2004.
    [40]秦伯强,王小冬,汤祥明等.太湖富营养化与蓝藻水华引起的饮用水危机——原因与对策[J].地球科学进展,2007,22(9):896-906.
    [41]纪荣平,吕锡武,李先宁等.人工介质对富营养化水体中氮磷营养物质去除特性研究[J].湖泊科学,2007,19(1):39-45.
    [42]饶群.大型水体富营养化数学模拟的研究:[博士学位论文],南京;河海大学,2002.
    [43]湖泊(水库)富营养化评价方法及分级技术规定.中国环境监测总站. 2001.
    [44]张力威,徐子恺,郭鹏等.澳大利亚雪山工程水质安全与运营管理经验及思考[J].南水北调与水利科技,2007,5(2):94-96.
    [45] Saint-Venant B De. Theories du movement non-permannent des seaux avec application aux cures des riviees el. 1’introdaction des marees dans leur lit, Aead. Sci. Comptes renkus, 1871, 73(1):148-154.
    [46] Lasscson R E, Stoker J J, Troesch B A. Numerical Solution of flood prediction and river regulation problems (Ohio-Missippi floods), 1954.
    [47] Leendertse J J. Water quality model for well-mixed estuary and coastal seas. Vol.l Principles of computation. Corp. Santa Monica, Calif. RM-6230-RC, 1970.
    [48] Butler H S. A storm surge model study, Vol.l1, A finite element storm surge analysis and its application to a bay-ocean system. Virginia Inst. Marina Science. Gloucester Point Va., Sepc. Rep., 1987.
    [49] Amein M, Ching S F. Implicit flood routing in natural channels. J. Hyd. Div ASCE, 1970, 99(12):2482-2500.
    [50] Vasiliev O F, Voyevodin A F, Atavin A A. Numerical method for the calculation of unsteady flow in systems of open channels and canals. Proceedings of the International Symposium on Unsteady Flow in Open Channels, 1976, E2-15-22.
    [51] Preissmann A. Use of Mathematical Method. Proceedings of the International Symposium on Unsteady Flow in Open Channels, 1978, 3-23-28.
    [52] Abbott M B. Computational Hydrakics, Pitman, 1979.
    [53] Yanenko N N. The Method of fractional steps. Springer-Verleg, Berlin&New York, 1971.
    [54] G I. Methods of numerical mathematics. Translated by Jiri Ruzzicka, Springer, 1975.
    [55] Gendey R T, Lick W. Wind-driven current in lake erie. J.GeoPHys. Res., 1972, 117(12):2714-2723.
    [56] Heaps N S. On the numerical solution of the three dimensional hydrodynamic equations for tides and storm surges. Men. Soc. R. Sci. Liege, 1972.12(1):143-180.
    [57] Lebdertes J J, Alexander R C, Liu S K. A three-dimensional model for estuaries and coastal seas. Vol.l, Principles of Computation. R-1417-OWRR, Rand Corp., Santa Monica, California, 1973.
    [58] Leendertes J J, Liu S K. Three dimensional flow simulation in Estuarids. Proc. Int. Symp. Unsteady Flow in Open Channels, Int. Assoc. Hydraul. Res. Newcastle-upon-tyne Eng., 1976.
    [59] Caponi E A. A three-dimensional model for the numerical simulation of estuaries. Advances in GeoPHysics, 1976. 29(1):198-201.
    [60] Blumberg A F. Numerical tidal model of Ehesapeake bay. Hydraulics Div. ASCE, 1977, 103(1):1-10.
    [61] Davies A M. The numerical solution of the three dimensional hydrodynamic equations using a B-spline representation of the vertical current profile. Bottom Thurblence, Elsevier Publ. Co., Amsterdam. 1977.
    [62] Davies A M, Owen A. Three dimensional numerical sea modes using the Galerkin method with a polynomialbasic set. Appl. Math. Modelling, 1979. 43(3):421-428.
    [63] Tee K T. The structure of three-dimensional tide-generating currents Part I, Oscillating current, J. PHysical Oceanogra, 1979, 85(9):930-944.
    [64] Nihoul J C J, Runfola Y, Roisin B. Nonlinear three dimensional modelling messcale circlation in sea and lakes. Marine Forecasting, Elsevier OceanograPH Series, 1979.
    [65]谢伟松,陶建华.三维水动力学模型高精度差分格式和解法研究[J].天津大学学报,2003,36(5):590-594.
    [66]张晨.引黄济津水质数值模拟研究:[硕士学位论文].天津;天津大学,2005.
    [67] Hamrick, J.M. Three-dimensional variable resolution hydrodynamic and transport modeling of the Chesapeake Bay system [J]. Proceedings - National Conference on Hydraulic Engineering, n pt 2, 1993, p 2110-2115.
    [68] Hamrick, J.M. Linking hydrodynamic and biogeochemical transport models for estuarine and coastal waters [J]. Proc 3 Int Conf Estuarine Coastal Model 3, 1994, p 591-608.
    [69] Hamrick, J.M. Modeling circulation and salinity transport in the Indian River Lagoon [J]. Proc 3 Int Conf Estuarine Coastal Model 3, 1994, p 381-395.
    [70] Bai, Sen, Lung, Wu-Seng, et al. Three-dimensional modeling of fecal coliform in the Tidal Basin and Washington Channel, Washington, DCJ ENVIRON SCI HEAL A 41 (7): 1327-1346 JUL 2006.
    [71] Bai, Sen, Lung, Wu-Seng Modeling sediment impact on the transport of fecal bacteria Water Research, v 39, n 20, December, 2005, p 5232-5240.
    [72] Ji, Zhen-Gang, Hu, GD, et al. Three-dimensional modeling of hydrodynamic processes in the St. Lucie Estuary ESTUAR COAST SHELF S 73 (1-2): 188-200 JUN 2007.
    [73]顾世祥,李远华.以MIKE-BASIN实现流域水资源三次供需平衡[J].水资源与水工程学报,2007,18(1):5-10.
    [74]赵洪波,王广聚.田湾核电站海域潮流场数值模拟[J].水道港口,2007,28(1):5-9.
    [75]胡治飞,张振兴,郭怀成等.北京市官厅水库水质预报系统[J],中国环境科学,2001,21(3):275-278.
    [76]高学平,张晨,张亚等,引黄济津河道水质数值模拟与预测[J],水动力学研究与进展,Ser.A,Vol.22,No.1,2007:36~43.
    [77]劳期团.模糊数学方法在水库水质综合判别中的应用[J].中国环境科学,1989,9(3):225-228.
    [78]李振亮.水质污染评价中的Hamming贴近度评价法[J].环境工程,1989,7(6):41-45.
    [79]马建华等.水质评价的模糊概率综合评价法[J].水文,1994,(3): 26-29.
    [80]慕金波等.灰色聚类法在水环境质量评价中的应用[J].环境科学,1991,12(2):86-90.
    [81]史晓新,夏军.水环境质量评价灰色模式识别模型及应用[J].中国环境科学,1997,17(2):127-130.
    [82] Lee H.K, Oh KD., Paik D.H, et al. Fuzzy Expert System to Determine Stream Water Quality Classification from Ecological Information[J]. Water Science&Technology. 1997, Vol. 36(12):199-206.
    [83]肖德锋.环境质量评价中的模糊信息嫡原理[J].环境科学学报,1986,6(2):157-165.
    [84]陈履安.论环境质量法评价[J].环境保护科学,1983,(2):12-17.
    [85]郭劲松,王红,龙腾锐.水资源水质评价方法分析与进展[J].重庆环境科学,1999,21(6):1-3.
    [86]郭劲松,王海霞,龙腾锐.人工神经网络在水质规划和管理中的应用[J].重庆环境科学,2002,24(4):69-72.
    [87]郭劲松,王红,龙腾锐.水环境质量的隶属度BP网络决策模型[J].中国给水排水,2000,16(3):9-11.
    [88]张力威,徐子恺,郭鹏等.澳大利亚雪山工程水质安全与运营管理经验及思考[J].南水北调与水利科技,2007,5(2):94-96.
    [89]许新宜,姚建文,郭乔羽.南水北调东线工程黄河以南段输水干线水质状况前景分析[J].南水北调与水利科技,2004,2(2):18-20.
    [90]刘玉年,万一,徐亚东.南水北调东线一期工程水质分析[J].河海大学学报(自然科学版),2005,33(3):264-268.
    [91]董哲仁,孙亚东.生态水利工程原理与技术[M].北京:中国水利水电出版社,2007.67.
    [92]孙秀英,苏昌永.引滦工程沿线存在的水环境问题与治理对策[J].水利水电技术,2001,32(8):58-63.
    [93]高学平,张晨,郭磊等,河道汛期行洪冲污研究[J].水利学报,2005,36(10):1199~1203.
    [94]彭泽洲,杨天行,梁秀娟等编著,水环境数学模型及其应用[M].北京:化学工业出版社,2007.120-123.
    [95] Blumberg A F, Melior G M. A description of a three-dimensional coastal ocean circulation model[A]. N. S. Heaps, ed., Three-dimensional coastal ocean models, coastal and estuarine Sci[C], Vol.4, American GeoPHysical Union, Washington, D.C., 1987.1-19.
    [96] Harmrick J M. User’s manual for the environmental fluid dynamics computer code[Z]. Spec. Rep. In Appl. Marine Sci. and Oc. Engrg., Virginia Inst. of Marine Science, Va. 1996.
    [97]张文鸽,李会安,蔡大应.水环境质量评价的模糊综合评判方法[J],华北水利水电学院学报,2004,25(4):70~73.
    [98]涂向阳,高学平.模糊数学在海水入侵地下水水质评价中的应用[J],水利学报,2003,(8):64~69.
    [99]凌敏华,左其亭.水质评价的模糊数学方法及其应用研究[J],人民黄河,2006,28(1):34~36.
    [100]史根香,郭海生.指数平滑法在地下水水质预测中的尝试[J],湖北地矿,1998,12(1):35~40.
    [101]唐宗鑫,简文彬.闽江下游水质预测的时间序列模型[J],水利科技,2002,(2):7~9.
    [102]李博之.鄱阳湖水体污染现状与水质预测和规划研究[J],长江流域资源与环境,1996,5(1):60~66.
    [103] Inoul T. Prediction of nitrogen oxide concentration by a regression model, AtmosPHeric Environment, 1986, 20: 2325~2337.
    [104] Aron R H, Aron I M., Statistical forecasting models (?): control monoxide concentrations in the Los. Angeles basin, Journal of Air Pollution Control Association, 1978, 28: 681~692.
    [105]史复有.黄河兰州段耗氧有机污染物浓度统计预测模型的建立[J],环境科学,1989,10(3):72~74.
    [106]胡惠彬. GM(1,1)模型在地表水浓度预测中的应用[J],中国环境监测,1993,9(4):45~46.
    [107]胥冰,韩小勇.淮河干流水环境评价及其趋势分析[J],水资源保护,1998,(2):10~17.
    [108]李志强,王世俊.灰色马尔科夫模型在地表水体DO浓度预测中应用[J],重庆环境科学,2002,24(3):35~37.
    [109] Huang Guo-he, Xia Jun, Barriers to sustainable water quality management, Journal of Environmental Management, 2001, 61: 1~23.
    [110]徐敏,曾光明,谢更新等.混沌理论在河流溶解氧预测中的应用初探[J],环境科学学报,2003,23(6):776~780.
    [111]郭劲松.基于人工神经网络(ANN)的水质评价与水质模拟研究:[博士学位论文].重庆;重庆大学,2002.
    [112]李静怡.引滦入津工程黎河段水质模拟预测研究:[硕士学位论文].天津:天津大学,2007.
    [113]于桥水库水质预警模型研究报告[R].北京:中国水利水电科学研究院水环境研究所,2006.
    [114]边金钟,王建华,于桥水库富营养化防治前置库对策可行性研究[J],城市环境与城市生态,1994,7(3):5~10.
    [115]周怀东,彭文启,水污染与水环境修复[M],北京:化学工业出版社,2005.
    [116]天津市于桥水库污染综合治理方案[R],北京:中国环境科学研究院,1999.22-24.
    [117] Guobin Fu, Michael E. Barber, Shulin Chen. Impacts of Climate Change on Regional Hydrological[J]. Journal of Hydrologic Engineering, ASCE, 2007,12(5):452-461.
    [118] Development of the Hydrodynamic and Water Quality Models for the Savannah Harbor Expansion Project[R]. Tetra Tech, Inc. January 30, 2006.
    [119] Rebecca L. Evans. Metal and PHosPHorus accumulation in the benthic algae of a eutroPHic river[PH.D.]. University of Cincinnati, 2002.
    [120] JOHN R. WHITE. Influence of PHosPHorus loading on biogeochemical cycling of nitrogen in northern Everglades soils[PH.D]. University of Florida, 1999.
    [121] Rui Zou, StePHen Carter. Integrated hydrodynamic and water quality modeling system to support nutrient total maximum daily load development for Wissahickon Creek, Pennsylvania[J]. Journal of Environmental Engineering, ASCE, 2006, 132(4):555-566.
    [122]潘世兵,曹利平,张建立.中国水质管理的现状、问题及挑战[J].水资源保护,2005,21(2):59-62.
    [123] S.梅雷特.英国泽西岛的水质管理[J].水利水电快报,2007,28(4):12-16.
    [124]程君敏.于桥水库环境现状与污染防治措施研究:[硕士学位论文].天津:天津大学,2005.
    [125]苏胜齐.环境对菹草生长和繁殖的影响及菹草对富营养化水净化能力的研究:[硕士学位论文].重庆:西南农业大学,2001.
    [126]杨文斌,王国祥.南京玄武湖菹草种群的环境效应[J].湖泊科学,2007,19(5):572-576.
    [127]苏睿丽,李伟.沉水植物光合作用的特点与研究进展[J].植物学通报,2005,22(S1):128-138.
    [128]付春平,唐运平,张志扬等.沉水植物对景观河道水体氮磷去除的研究[J].农业环境科学学报,2005,24(S1):114-117.
    [129]李文朝.浅型富营养湖泊的生态恢复——五里湖水生植被重建实验[J].湖泊科学,1996,8(S1):1-10.

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