渠化水库中饮用水源保护区划定技术研究
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摘要
当前我国饮用水水源受到较严重的污染,饮用水水源保护形势严峻。因此,建立水源保护区来保护供水源水质,已经刻不容缓。建立饮用水源保护区是保护饮用水水源的关键措施,也是保护水源地的最强手段。对于水源保护区划分方法以及划分范围的确定,《饮用水源保护区划分技术规范》也定性、定量地提出了一些划分方法,并对保护区的划分范围做了一些规定。然而,要让水源水质真正得到合理的保护,应该将此规范中规定的基本模型根据河流类型进行细分,并选择适合所研究河流类型的划分方法进行计算。
     本研究通过对国内外相关著作、论文的阅读,利用水环境动力学理论,结合岷江航电库区犍为段水质水文状况分析岷江航电库区污染物迁移过程,建立二维水质模型对一级保护区、二级保护区以及准保护区的污染物浓度扩散边界条件进行模拟分析计算,得到保护区内各污染源对库区的水质以及下游取水点的影响情况,并对保护区的划分尤其是准保护区提供有利的数据支持,随后提出水源地保护区技术管理措施。
     本文主要围绕研究区水文地质条件分析与水源地保护区的研究两方面展开,研究成果主要有:1、岷江水体水质状态稳定,犍为航电枢纽库区蓄水后,库内水体水质将保持良好,在水源一级保护去区能达到Ⅱ类水体质量标准。可作为犍为县城镇生活饮用水水源。2、按照规范划定的水源地一级保护区、二级保护区以及准保护区能有效保护水源水质,在保护区各级边界能达到要求的水质标准。3、通过对岷江航电库区污染源的数值模拟分析,确立了各级水源保护区的水质控制目标并因此提出了技术管理措施。
At the moment, the drinking water source that is in the grim situation suffers severe pollution in china. Therefore, establishing water reserves to protect water quality of the source is urgent. Establish drinking water reserves is not only the key measures to protect drinking water sources, but also the strongest means water to protect the source. The drinking water reserves division technical specifications has both qualitative and quantitative put forward some partition methods for determining the dividing method and scope of the water reserves, and it also made some provisions differentiate limits for the reserve. However, if we want quality of the water resource really get reasonable protective, we should according to the river pattern to classified basic model provisions of the standard stipulation carefully, and we should also choose the suitable dividing method of the studied river to calculate.
     By researching the domestic and foreign relevant books, papers, using water environmental dynamics theory, and combining with the water quality and hydrology condition of QianWei in Minjiang River Avionics, We have analyzed the pollutant migration process of Minjiang River Avionics and have established pollutant concentration diffusion boundary conditions of Water quality model of two-dimensional in primary reserves, secondary reserve and prospective reserves and simulation calculation. We have got the influence condition of pollution resource which has influenced the water quality of reservoir area and the downstream water point in various sources protection zones. We have provided favorable data support for reserve division, especially must reserve, then we have proposed water reserve technical management measures in water reserves area
     This article is focusing on two aspects, one is analyzing water quality and hydrology in study area, the other is researching the water reserves. We have got several research achievements. First, Minjiang River water is in a stable status, and after QianWei reservoir for navigation-power junction has impounded, the chambers water which can achieve II class water quality standards the first-grade protection zones of the water resource is keeping so good that can be used as drinking water in JianWei. Secondly, according to the regulation, the first-grade protection zones of the delimited water and Secondary reserve source and prospective reserve can effectively protect the water quality, and it also can meet the requirements of the water quality standards at various levels in reserve border. Thirdly, through numerical simulation analysis for the pollution resource in Minjiang River Avionics, we have established the quality control goals of water resource at all levels, and thus we have put forward some technical management measures.
引文
[1]徐启新,车越,杨凯.中美水源地管理体系的比较研究[J].上海环境科学.2003,22(7):487-490.
    [2]赵华林.加强饮用水水源环境保护[J].机关传真,2007,18:18-21.
    [3]HJ/338-2007.饮用水水源保护区划分技术规范[S].北京:国家环保总局,中国环境科学出版社,2007.
    [4]李建新.德国饮用水水源保护区的建立与保护[J].地理科学进展,1998,17(4):88-97.
    [5]郑毅.黄土高原地区河流型水源地保护区的划分研究[D].太原:太原理工大学,2006(6).
    [6]黄少斌.黄慧华.供水厂水质状况分析[J].中国环境监测,2001
    [7]崔建国,罗小锐.河流型饮用水水源地保护区划分方法探讨[J].太原理工大学学报(增刊),2007(5).
    [8]常德政.河流型饮用水水源保护研究—以白银市为例[D].兰州:兰州大学,2008(6).
    [9]尹真真,谢治国等.岸边污染带计算在饮用水源保护区划分中的应用[J].环境研究与监测,2004(9),17(3):6-7.
    [10]衣强集中式地表饮用水水源地保护区划分研究中国水利水电科学研究院2007
    [11]郭怀成.黄河中游悬浮物对河流水质影响的初步研究[C]//关伯仁、徐云膦.黄河水资源保护研究文集.北京:北京大学出版社,1990,70-76.
    [12]徐晓艳多泥沙河流饮用水水源地保护区划分研究太原理工大学2010
    [13]中国环境状况公报.北京:国家环保总局,中国环境科学出版社,2009.
    [14]傅国伟.河流水质数学模型及其模拟计算[M].北京:中国环境科学出版社,1987.
    [15]王金生.黄河典型污染物迁移转化规律[C]//《黄河水科学前沿》编著 委员会.《黄河水科学前沿》[C]北京:科学出版社,2009(2):223-252.
    [16]周金全.地表水取水[J].北京:中国建筑工业出版社,1986,4-7.
    [17]Linfield C Brown, Tomas O Barnwell Jr. The enhanced stream water qulity modelsQUAL2E and QUAL2E-UNCAD:Documentation and User Manual[R]. Ahens, GA:USEnvironmental Protection Agency, Environmental Research Laboratory,1987.
    [18]黄娟,王惠中,吴云波,焦涛,石青春.江苏省集中式饮用水水源保护区划分研究.中国资源综合利用.2008(8).35-37.
    [19]苏荣辉.集中式生活饮用水地表水源保护区划分与规划研究.海峡科学.2009(8).
    [20]卢士强,林卫青.潮汐河口水库型饮用水水源地保护区划分技术方法探讨.上海环境科学.2009(28).
    [21]朱建国,郭红岩,王晓蓉.非点源污染研究及其控制对策.中国土壤学会,中国土壤学会第十次全国会员代表大会暨第五届海峡两岸土壤肥料学会交流研讨会文集:面向农业与
    [22]Seok Soon Park, Yong Seok Lee. A water quality modelling study of the Nakdong River, Korea[J]. Ecological Modelling,2002,152:65-75.
    [23]Ditoro D M, Sifitzpatric J J. Documentation for water qulity analysis simulationprogram(WASP)and model verification program(MVP)[C]. Duluth M N: US EnvironmentalProtection Agency,1983.
    [24]王小钢.我国饮用水水源保护区制度浅析[J].水资源保护,2004(5).
    [25]车越.中国东部平原河网地区水源地的环境管理:理论、方法与实践[D].上海:华东师范大学,2005,5.
    [26]Ambrose R B, Wool T A, Connolly J P, WASP4. A Hydrodynamic and water qualitymodel-model theory, User's manual, and programmer's Guide[C]. Athens, GA:USEnvironmental Protection Agency,1988.
    [27]Ambrose R B, Wool T A, Matin J L, et al, WASP5.x. A Hydrodynamic and water qualitymodel-model theory, User's manual, and programmer's Guide[C]. Draft:EnvironmentalResearch Laboratory, US Environmental Protection Agency,1993.
    [28]JohnDWyer.ThePathologyofSymbolieLegislation.l7EeologyL.Q,1990: 233-316
    [29]杨爱民,段淑怀,刘大根,等.水土保持的水环境效应研究[J].中国水土保持科学,2007(3):7-13.
    [30]L.J.Andersen,.E.Gosk.APPlieabiliyofVulnerabiliyMaps.EnvironGeol 认伍 terSCI.1989,.13(1):3943
    [31]KBuseb,.IMabua,.KMokokwe.etal.l:1000.00OnationalGroundWaterPollut ionVulnerabiliyMaPEIPlanatoryNotes.Bulletinseries 11 GeologiealSurveyofBotswana,.1996
    [32]ThomasA.Evans.DavidR.Maidment.ASPatialandStatistiealAssessmentofthe VulnerabiliyofTeiasGroundwatertoNitrateContannnation.TheUniversiyofTeiasatAusti n,.CRWROnlineRePort
    [33]国家环境保护局、卫生部、建设部、水利部、地矿部,饮用水水源保护区污染防治管理规定,1989.7
    [34]Ambrose R B, Wool T A, Connolly J P, WASP4. A Hydrodynamic and water quality model-model theory, User's manual, and programmer's Guide[C]. Athens, GA:US Environmental Protection Agency,1988.
    [35]Ambrose R B, Wool T A, Matin J L, et al, WASP5.x. A Hydrodynamic and water quality model-model theory, User's manual, and programmer's Guide[C]. Draft:EnvironmentalResearch Laboratory, US Environmental Protection Agency,1993.
    [36]Better Assessment Science Integrating point and Nonpoint Sources, BASINS Version3.0, User's Manual[R]. US Environmental Protection Agency,2001.
    [38]P Duda, J Kittle, M Gray, et al. WinHSPF Version2.0. An interactive windows interfaceto HSPF user's manual[R]. Health Protection and Modeling Branch Standards and Health Protection Division Office of Science and Technology Office of Water. United States Environmental Protection Agency,2001.
    [37]Robert L Runkel. One-Dimensional Transport with Inflow and Storage(OTIS):A Solute Transport Model for Streams and Rivers[R], US, Geological Survey water-Resourses Investigations Report 98-4018,998.
    [38]Bencala K E, Walters R A. Simulation of solute transport in a mountain pool-and-riffle stream-A transient storage model[J]. Water Resources Research,1983, 19(3):718-724.
    [39]Broshears R E, Bencala K E, Kimball B A, et al. Tracer-dilution experiments and solute-transport simulations for a mountain stream. Saint Kevin Gulch, Colorado[R]. US, Geological Survey Water-Resources Investigations Report 92-4081(18),1993.
    [40]国家环保总局.饮用水水源保护区划分技术规范,(HJ/T338 2007).中国环境科学出版社,2007.
    [41]Chevalier S, Bues M A, Tournebize J, et al. Stochastic delineation of wellheadprotection area in fractured aquifers and parametric sensitivity study. Stochastic Environmental Research and Rick Assessment,2001, (15):205-227.
    [42]Konstadinos,Moutsopoulos1,AlexandraGemitzil,etal.Tsihrintzisl. Delineati on of Source ProtectionZones Using Statistical Methods. Environmental Geology, 2008,54(5):1087-1090.
    [42]M OutsopoulOS.Konstadinos N.DelineatiOn Of groundwater protection zonesby the backward particle tracking method:theoretical background and GIS based stochastic analysis.Environm ental Geology,2008,54:1081-1090.
    [44]U. S. Environmental Protection Agency(EPA). StateMethods for delineating Source water protection areas for surface water supplied sources of drinkingwater. EPA report 816 R 97 008.1997.
    [45]汪林,朱京海,刘家斌.饮用水水源保护区划分问题探讨.环境保护科学,2005,31(131):67-70.
    [46]林学钮,陈梦熊,王兆馨等.松嫩盆地地下水资源与可持续发展研究,北京:地震出版社,2000
    [47]张宝祥.黄水河流域地下水脆弱性评价与水源保护区划分研究,博士学位 论文,中国地质大学(北京),2006
    [481 JohnDWyer.ThePathologyofSymbolieLegislation.17EeologyL.Q,1990: 233-316
    [49]D.Bull.AGrowingProblems:ResticidesandThirdworldPoor.1982:6
    [50]姜文来.水资源价值论.北京.科学出版社,1999.25-27
    [51]晏路明.人类发展与生存环境.北京.中国环境科学出版社,2001.126
    [52]牟方君.对我国公民生命健康权的民法保护的思考.湖北民族学院学报,1997,(4):12-14
    [53]张忠样等.城市可持续发展与水污染防治对策.北京.中国建筑工业出版社,1998.34-35

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