基于水资源转化模拟的石羊河流域水资源优化配置-图文

8期史银军等：基于水资源转化模拟的石羊河流域水资源优化配置1433［5］JiaYW，WangH，ZhouZH，etal．DevelopmentoftheWEPLdistributedhydrologicalmodelanddynamicassessmentof2006，331：606-629．waterresourcesintheYellowRiverBasin［J］．Hydrology，［6］仇亚琴，周祖昊，贾仰文，等．三川河流域水资源演变个例研究［J］．水科学进展，2006，17（6）：865-872．［QIUYaqin，ZHOUZuhao，JIAYangwen，etal．AcasestudyontheevolutionarylawofwaterresourcesinSanchuanRiverBasin．AdvancesinWaterScience，2006，16（6）：865-872．］7］贾仰文，王浩，周祖昊，等．海河流域二元水循环模型开发及其应用［J］．水科学进展，2010，21（1）：1-8．［JIA［hao，etal．DevelopmentandapplicationofdualisticwatercyclemodelinHaiheRiverYangwen，WANGHao，ZHOUZuBasin．AdvancesinWaterScience，2010，21（1）：1-8．］［8］魏传江．水资源配置中的生态耗水系统分析［J］．中国水利水电科学研究院学报，2006，4（4）：282-286．［WEIChuanjiang．Analysisonecologicalwaterconsumptionsysteminwaterresourcesdeployment．JournalofChinaInstituteof2006，4（4）：282-286．］WaterResourcesandHydropowerResearch，9］裴源生，赵勇，王建华．流域水资源实时调度研究［J］．水科学进展，2006，17（3）：395-401．［PEIYuansheng，［ZHAOYong，WANGJianghua．Basinwaterresourcesrealtimeallocation：CasestudyintheHeiheRiverBasin．AdvancesinWaterScience，2006，17（3）：395-401．］［10］王浩，王建华，秦大庸，等．基于二元水循环模式的水资源评价理论方法［J］．水利学报，2006，37（12）：1496WANGHao，WANGJanhua，QINDayong，etal．Theoryandmethodologyofwaterresourcesassessmentbased1502．［ondualisticwatercyclemodel．JournalofHydraulicEngineering，2006，37（12）：1496-1502．］11］粟晓玲．石羊河流域面向生态的水资源合理配置理论与模型研究［D］．杨凌：西北农林科技大学，2007．［SUXi［aoling．TheoryandModelandResourcesReasonableAllocationOrientedEcologyintheShiyangRiverBasin．Yangling：NorthwestA＆FUniversity，2007．］12］高飞，张元禧．河西走廊内陆石羊河流域水资源转化模型及其时移转化关系［J］．水利学报，1995，11：77-83．［［GAOFei，ZHANGYuanxi．ThemodelandthecrosscorrelationshipofwaterresourcesfortheinlandShiyangRiverBa1995，11：77-83．］sin，HexiCorridor．JournalofHydraulicEngineering，［13］甘肃省水利水电勘测设计研究院．石羊河流域水资源开发利用现状评价报告［R］．1998．［InvestigationandDesignInstituteofConservancyandHydropowerinGansuProvince．CurrentevaluationreportofwaterresourcesdevelopmentinShiyangRiverBasin．1998．］［14］武威市水利局．武威市水资源开发利用现状分析［M］．2000．［DepartmentofWaterResourcesinWuwei．CurrentAnalysisofWaterResourcesDevelopmentinWuwei．2000．］［15］甘肃省地勘局水文地质工程地质勘查院．石羊河流域平原区地质环境监测报告［R］．2001．［ExplorationInstituteofHydrogeologyandGeologyEngineeringofGeologyBureauinGansuProvince．GeologicalenvironmentalmonitoringreportinShiyangRiverBasin．2001．］［16］甘肃省水利水电勘测设计研究院，清华大学．石羊河流域重点治理规划［R］．2007．［InvestigationandDesignInstituteofConservancyandHydropowerinGansuProvince，TsinghuaUniversity．ThemajortreatmentplanningofShiyangRiverBasin．2007．］［17］郝博．基于GIS和RS的石羊河流域植被生态需水的时空分布规律研究［D］．杨凌：西北农林科技大学，2010．［HAOBo．SpatialandTemporalDistributionRegularitiesofEcologicalWaterRequirementforNaturalVegetationBased2010．］onGISandRSinShiyangRiverBasin．Yangling：NorthwestA＆FUniversity，［18］史银军，粟晓玲．干旱区内陆河流域水资源使用权多目标优化分配［J］．干旱地区农业研究，2010，28（2）：136140．［SHIYinjun，SUXiaoling．Waterresourcesusufructmultiobjectiveoptimalallocationintheinlandriverbasinofaridareas：AcasestudyonShiyangRiverBasin．AgriculturalResearchintheAridAreas，2010，28（2）：136-140．］19］甘肃省水利厅．甘肃省水资源公报［M］．2008．［DepartmentofWaterResourcesinGansuProvince．WaterBulletinof［GansuProvince．2008．］［20］雷英杰．MATLAB遗传算法工具箱及应用［M］．西安：西安电子科技大学出版社，2005．［LEIYingjie．ApplicationofGAToolboxinMATLAB．Xi’an：XidianUniversityPress，2005．］1434自然资源学报26卷WaterResourcesOptimalAllocationBasedonSimulationofWaterResourcesTransformationinShiyangheRiverBasinSHIYinjun，SUXiaoling，XUWanlin，NANCaiyan，YANGXuefei（KeyLaboratoryforAgriculturalSoilandWaterEngineeringinAridArea，MinistryofEducation，NorthwestA＆FUniversity，Yangling712100，China）Abstract：Processofhydrologicalcycleisthebasisofwaterresourcesreasonableallocation．Withthecharacteristicofmultitimetransformationandthepatternofthereutilizationofwaterresourcesintheinlandriverbasin，thispaperattemptstoestablishanoptimalallocationmodelbasedonthesimulationofwaterresourcestransformation．Theinlandriverbasinisdividedintothreeindependentsubsystemsaccordingtohydraulicconnection．Anindependentsubsystemisdividedintothreeprimarycalculationunitsofcanalirrigationdistrict，wellirrigationdistrictandmixedcanalandwellirrigationdistrictaccordingtothecharacteristicofwaterresourcestransformationandpatternofwaterutilization．Aprimarycalculationunitincludesseveralirrigationdistricts（secondarycalculatedunits）．TwomodelsofwaterbalanceandBPartificialneuralnetworkwereestablishedtosimulateinflowofwellirrigationdistrictandmixedcanalandwellirrigationdistrictrespectively．Twolayeroptimalmodelsofprimaryandsecondarywereestablishedtoallocatewaterresourcesbetweenprimaryandsecondarycalculationunitsrespectively，withtheobjectivesofmaximumirrigationbenefitandequityrespectively．Theoptimalresultsofwaterresourcesallocationwereobtainedbythesolutionofsimulationoptimizingandgeneticalgorithmsthroughcombiningthetwosimulationmodels．AndthewaterresourcesofirrigationdistrictandadministrativedistrictwereallocatedwithLiangzhou10.68×108m3andJinchuan2.63×108m3，irrigationwateris16.61×108m3whichis75%