考虑断点成本的长干线分段绿波控制方法
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余佳洁,季彦婕,卜卿,郑岳标
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Partitioned green-wave control scheme for long arterial considering breakpoint cost
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Jia-jie YU,Yan-jie JI,Qing BU,Yue-biao ZHENG
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表 1 长干线交叉口流量表 |
Tab.1 Traffic volume data of long arterial |
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交叉口编号 | 东进口流量/(pcu·h−1) | | 西进口流量/( pcu·h−1) | | 南进口流量/( pcu·h−1) | | 北进口流量/( pcu·h−1) | 左转 | 直行 | 右转 | 左转 | 直行 | 右转 | 左转 | 直行 | 右转 | 左转 | 直行 | 右转 | 1 | 147 | 2523 | 297 | | 30 | 534 | 63 | | 60 | 1029 | 120 | | 96 | 807 | 48 | 2 | 138 | 2328 | 273 | 30 | 519 | 60 | 72 | 1200 | 141 | 75 | 645 | 39 | 3 | 126 | 2163 | 255 | 30 | 489 | 57 | 57 | 945 | 111 | 129 | 1101 | 66 | 4 | 120 | 2 043 | 240 | 27 | 438 | 51 | 78 | 1332 | 156 | 120 | 1014 | 60 | 5 | 117 | 1 971 | 231 | 24 | 423 | 51 | 51 | 870 | 102 | 84 | 705 | 42 | 6 | 108 | 1 833 | 216 | 24 | 408 | 48 | 45 | 750 | 87 | 90 | 771 | 45 | 7 | 102 | 1710 | 201 | 24 | 393 | 45 | 42 | 690 | 81 | 93 | 798 | 48 | 8 | 93 | 1602 | 189 | 24 | 390 | 45 | 36 | 636 | 75 | 69 | 582 | 33 | 9 | 87 | 1482 | 174 | 21 | 381 | 45 | 33 | 579 | 69 | 87 | 729 | 42 | 10 | 81 | 1392 | 165 | 24 | 384 | 45 | 33 | 537 | 63 | 72 | 600 | 36 | 11 | 75 | 1296 | 153 | 24 | 396 | 48 | 30 | 492 | 57 | 51 | 423 | 24 | 12 | 69 | 1194 | 141 | 24 | 411 | 48 | 27 | 450 | 54 | 57 | 489 | 30 | 13 | 66 | 1110 | 129 | 24 | 417 | 48 | 36 | 621 | 72 | 63 | 528 | 30 | 14 | 63 | 1056 | 123 | 24 | 420 | 48 | 33 | 585 | 69 | 72 | 609 | 36 | 15 | 60 | 1017 | 120 | 24 | 423 | 51 | 33 | 558 | 66 | 78 | 654 | 39 | 16 | 57 | 987 | 117 | 27 | 453 | 54 | 27 | 450 | 54 | 36 | 312 | 18 | 17 | 54 | 915 | 108 | | 30 | 486 | 57 | | 24 | 414 | 48 | | 45 | 369 | 21 | 18 | 51 | 855 | 102 | 30 | 516 | 60 | 36 | 594 | 69 | 42 | 354 | 21 | 19 | 48 | 822 | 96 | 33 | 561 | 66 | 30 | 519 | 60 | 30 | 249 | 15 | 20 | 45 | 777 | 90 | 36 | 612 | 72 | 24 | 414 | 48 | 48 | 399 | 24 |
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