全日行车计划与计算客流量结合的例题.doc

编制资料：^实仞H1全日行车计划与计算断面客流量结合(第四章运输计划)(1)早高峰小时(7: 00~8: 00)站间OD客流量数 据D1ABCDEFGHA2341203325181626210432454232B231457515401320228226033112C18875241872817619591587D257513761991536659401638E155612533221581434261040F310023376626911622801895G41913109816956448388711H35602918156917289671752671(2) 分时最大断面客流分布比例全日分时最大断全日分时最大断时间面客流分布比例时间面客流分布比例%%5:00-6:001814:00-15:00576:00-7:004215:00-16:00687:00-8:0010016:00-17:00868:00-9:007417:00-18:00639:00-10:004918:00-19:004410:00-11:005219:00-20:003311:00-12:006420:00-21:002812:00-13:005921:00-22:002513:00-14:005522:00-23:0016(3) 列车编组为6辆，车辆定员为310人。

4) 线路断面满载率，早、晚高峰小时为 1.1，其它运 营时间为0.92) 计算分时最大断面客流量:时间全日分时最大断时间全日分时最大断面客流量面客流量5:00-6:00531814:00-15:00168406:00-7:001240815:00-16:00200897:00-8:002954316:00-17:00254078:00-9:002186217:00-18:00186129:00-10:001447618:00-19:001299910:00-11:001536219:00-20:00974911:00-12:001890820:00-21:00827212:00-13:001743021:00-22:00738613:00-14:001624922:00-23:004727解答：（1）计算早高峰小时断面客流量下行车站上行断面客流上车下车下车上车断面客流18099180990A1918301918327190114322341B115172314283862835737752608C356824112954333964245D353341502750816093380E15773289289262573721755955F2140695227214219577118453G67199082240214215014215H01316513165(3)计算分时开行列车数:高峰小时列车定员数：310*6 * 1.1 = 2046平峰小时列车定员：*0.9 = 167410 *6口冷、全日分时最 时间大断面客流量开行列车数时间全日分时最 大断面客流量开行列车数5:00-6:005318414:00-15:0016840106:00-7:0012408815:00-16:0020089127:00-8:00295431516:00-17:0025407138:00-9:00218621317:00-18:0018612129:00-10:0014476918:00-19:0012999810:00-11:00153621019:00-20:009749611:00-12:00189081220:00-21:008272512:00-13:00174301121:00-22:007386513:00-14:00162491022:00-23:0047273(3) 计算各行车间隔:时间开行列车数行车间隔时间开行列车数行车间隔5:00-6:00415mi n14:00-15:00106min6:00-7:0087mi n30s15:00-16:00125min7:00-8:00154min16:00-17:00134mi n35s8:00-9:00134mi n35s17:00-18:00125min9:00-10:0096mi n40s18:00-19:0087mi n30s10:00-11:00106min19:00-20:00610min11:00-12:00125min20:00-21:00512mi n12:00-13:00115min 25s21:00-22:00512mi n13:00-14:00106min22:00-23:00320min对各行车间隔进行微调:时间开行列车数行车间隔5:00-6:00415mi n6:00-7:0087mi n30s7:00-8:00154min8:00-9:00134mi n35s9:00-10:0096mi n40s10:00-11:00106min11:00-12:00125min12:00-13:00115min 25s13:00-14:00106min时间开行列车数行车间隔14:00-15:00106min15:00-16:00125min16:00-17:00134mi n35s17:00-18:00125min18:00-19:0087mi n30s19:00-20:00610min20:00-21:00512mi n21:00-22:00512mi n22:00-23:00320min(4) 最终确定全日行车计划:时间开行列车数行车、间隔 时间开行列车数行车间隔5:00-6:00610mi n14:00-15:00106min6:00-7:0087mi n30s15:00-16:00125min7:00-8:00154min16:00-17:00134mi n35s8:00-9:00134mi n35s17:00-18:00125min9:00-10:00106min18:00-19:00106min10:00-11:00106min19:00-20:00106min11:00-12:00125min20:00-21:00106min12:00-13:00115min 25s21:00-22:00610min13:00-14:00106min22:00-23:00610min每列车为6辆车编 组；列车在一次 周转中，正线运行时间共30min,中间站停站时间共10min，折返站停留时间共8min。

试问应配备多实例2车辆配备答案：72辆时间 开行列车数 时间 开行列车数5:00-6:00614:00-15:00106:00-7:00815:00-16:00127:00-8:001516:00-17:00138:00-9:001317:00-18:00129:00-10:001018:00-19:001010:00-11:001019:00-20:001011:00-12:001220:00-21:001012:00-13:001121:00-22:00613:00-14:001022:00-23:006少辆运用车?已知某线路高峰小时站间到发 0［客流量表如下:ABCDEFGHA-58305200620035058604962017658B6890-1420457536945640645214566C45801212-423724210024303511D65202454523-423124714343569E35861860866513-35612112456F7625632017242413385-7504857G96548214213045471234960-1463H156071250043245234256754272401-该地铁线路车辆定员每节310人，列车为6节编组，高峰小时满载率为110%，其余时间为90%全日分时最大断面客流分布比例如下:全日分时最大断全日分时最大断时间面客流分布比例时间面客流分布比例%%5:00-6:001814:00-15:00576:00-7:004215:00-16:00687:00-8:0010016:00-17:00868:00-9:007417:00-18:00639:00-10:004918:00-19:004410:00-11:005219:00-20:003311:00-12:006420:00-21:002812:00-13:005921:00-22:00。