基于mike+flood模型的内涝风险评估与泵站规划方案优选

基于mike+flood模型的内涝风险评估与泵站规划方案优选

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时间:2019-01-29

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1、华中科技大学硕士学位论文AbstractInrecentyears,humanlivesandpropertyareseriouslythreatenedbyfrequentwaterloggingincities,whichalsoexposedthatthecurrenturbandrainagesystemcannotadapttotherapiddevelopmentofconstructionsaswell.Underthisbackground,theurbanwaterloggingcontr

2、olisimminenttothedevelopmentofmoderncitiesandthesafetyofcitizens.However,solvingtheproblemofurbanwaterloggingneedsaccuratedetailedcomprehensivesimulationofthedrainagesystemandtheurbanwaterloggingriskassessment,whichisaimedtomaketheoptimizationofengineering

3、schemefortheurbandrainagesystemplanning,design,management,decision-making,andprovidestrongtechnicalsupport,etc.Inthispaper,onthebasisofpreliminaryanalyzingthecausesofurbanwaterloggingdisaster,thewriteradoptsDHIMIKEFLOODbusinessmodelsoftwaredevelopedbyDanis

4、hcompany,andtheQingshanChemicalZoneBeihusysteminWuhanwastakenasanexampleapplicationoftheurbandrainagesystemmodeltocarryouttheurbanwaterloggingriskassessment.Intheconditionofactualrainfall(July7,2013),bothcouplingmodelsofaone-dimensionalurbandrainagepipenet

5、worksystemmodel(MIKE(URBAN)andtwo-dimensionalcitysurfaceflowingmodel(MIKE21)wereestablishedtoassessthepresentsituationofBeihudrainagewaterloggingtocomparetotheactualwaterpoints,demonstratingthescientificityandaccuracyofthemodel.Whentherainfallwasdesigned,t

6、heDHIMIKEFLOODcouplingmodelwasrecreatedandruntodeeplyassessthestatusquoofthedrainagedrainageability,whichshowedthattheBeihusystemcaneffectivelycopewith5yearsrainfallreturnperiod,andthe46.4%statusquoofthedrainagepipefailtomeetthebasicrequirementofthe1yearre

7、turnperiod.Onthebasisofthese,thereasonswhichcausesthewaterlogginginBeihusystemwasanalyzedandaplanningschemeofwaterloggingsolutionwasdrawupaswell.Basedonthein-depthstudyofthestatusquoofthedrainagesystem,theDHIMIKEFLOODmodelsoftwarewasadoptedasthetechnologyb

8、asetomaketheoptimizationanalysisofthetwosolutions,oneiscentralizedexpansionoftheBeihupumpingstationII华中科技大学硕士学位论文andtheotheristheexpansionoftheoriginalBeihupumpingstationwithnewconstructionofBeihubrakepumpsta

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