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26220106JournalofBeijingUniversityofCivilEngineeringandArchitectureVo.l26No.2Jun.2010:1004-6011(2010)02-0044-05刘狄,吴海燕(,100044):城市轨道交通换乘站是城市轨道交通路网中的重要节点,不同轨道交通线路之间的内部换乘是换乘站的重要功能之一,其内部换乘效率的高低直接影响整个轨道交通的运能,现将/木桶原理0应用于城市轨道交通换乘站,提出换乘站内部换乘客流量模型,并将其应用于北京市典型地铁换乘站的数据分析中,不仅为换乘站的建设规划也为相关部门应对换乘站不同客流情况采取的管理措施提供理论依据.:城市轨道交通换乘站;内部换乘;木桶原理;客流量:U491:AResearchoftheInternalTransferPassengersCapacityAlgorithminMetroTransferStationLiuD,iWuHaiyan(SchoolofCivilandTrafficEngineering,BUCEA,Beijing100044)Abstract:Metrotransferstationistheimportantnodesofmetrotransportationnetwork,andtheinternaltransferofthedifferentraillinesisoneofthemostimportantfunctions.Theinternaltransferefficiencydirectlyaffectstheoperationofwholerailtransportation.Buckettheorywasappliedtotheurbanrailtransferstation,andtheinternaltransferpassengerpscapacityalgorithmofurbanrailtransferstationwasdevelopedinthispaper.Fuxingmenmetrotransferstation,asacasestudy,wassurveyedduringtherushhourstoanalyzethemode.lAndthetransferpassengerscapacitywascalculatedaccordingtoalgorithm.Itshowsthattheresultisrationalityandfeasibility.Keywords:metrotransferstation;internaltransfer;buckettheory;passengerpscapacity:2010-05-14:/8630(2007AA11Z126-1):(1982)),,,:.,.,.,,.,.,,,,,,.,2:,/0,,.,,.,,,[1-2].,,.,.[3],,.[4],,.[5],.,.,,,.1,,.,,,.))),:,,,[6]./0:,.,,,,.:Qmax=min(Qt,M,Qs,Qe,QP)(1):Qmax,/h;Qt(),/h;M,;Qs,/h;Qe,/h;Qp,/h.111()()().(),,,.,,[7]().(),()Qt1()Qt2.,,().1)():Qt1=60Tmtm+1Tm@N@n@A(2):Tm,min;tm452010,min;N,;n;A(),112~116.2)()Qt2=60Tmtm+1Tm@q(3):Tm,min;tm,min;q(),.112,.M=L@(B-2b)k(4):L,m;B,m;b,0148m,0;k,/m2.,.,,56[8].113.Qs=3600@qs@Ds(5):qs,/m#s;Ds,m.114Ce=3600@u@npt0(6):u,/;np,;t0,s.115.Qp=3600@qp@Dp(7):qp,/m#s;Dp,m.2))),,,.,(7:00~9:00),.21112,,,,./T0,1,12,2,1,21(),,2121,121()2.ABCD,.112,130m1211m.12,310.12215min3min.1.462:1/m(/h)121()516:14926:615:155411~2()415:5997:57612()510::1049:6430:7479::2059:6165:8224212215:6953:68161()510137692121)12,,,2,,,.2(/)()(/h)/%1:13:31283360180:11:2647138328100139:9:21660484123:12:288778821972:12:28882442197:12:2887893274541134:8:19243516185:16:384898431512)HCM2000[9]C(016m2/),12:M=130@(1211-2@0148)016=2414()12,:,12,.,,,,,,,,.,472010,,,,,,.,,,,.,,.2123)HCM2000[9]D(0165/m#s),,3.3,12,,.4)HCM2000[9]D(114m2/),,.4,,,.2135350/h,2,5.,;,.3,,,.,,,,.(下转第56页)482010,,,,,.,7.1.2.3.73).,.JTJ025)8611115.L/300,1430mm,4177mm.,4156mm,.21),,,..2),,.3),.:[1]GB50017)2003,[S][2]JTJ025)86,[S][3],,.[M].:,2005[4].()[M].:,2004[:王克黎](上接第48页)5S:[1]Demetsky,MJLAhoe.lTransitstationdesignprocess[J].TRR,1978,662:45-52[2]Bates,EG.Astudyofpassengertransferfacilities[J].TRR,1978,732:23-43[3].[J].,2002,3:41-45[4].[D].:,2006[5].[D].:,2008[6]./0[J].,2001,3:48[7].[D].:,2005[8]GB50157)2003.[S].[9]NationalResearchCouncil(NRC).Highwaycapacitymanual[M].Washington,D.C:TRB,2000:243-431[:王克黎]56