試驗二Paramics城路網(wǎng)仿真建模

1、實驗二Paramics城市路網(wǎng)仿真建模ane cKPne 0Q4hloi/e 003圖1整體路網(wǎng)圖圖2紅框局部放大圖Category 37, 3 lane,49.0ft,70mph,freeway,median13ftCategory 40,1 lane,12.0ft,60mph,urban,majorCy Uctl”1ODT/agevKjy catogorv 22,2 Igtss-It mdarB ore-wciv. cc-enCategory 22r 2 banc, 24.0 ft 3D iTiph, uraan, majorCategory 22,2 la ne, 24. D ft, 3

2、0 mpe urban, majorCategory 22, 2 hne 24一0 九 3D man uitn, maprctejory21, i me, 33 mpli urban, majorCategory 21J lane, 13.1 ri, 30 mph urban, nidjotCategory 21 1 lane, 12.1 ft, 30 m ph Liitiain miprCd b;gor 2 ,. 1 Id ne. 12.1 fL30 mph uiban, rraptG可歸qorv 22 2 ne. 24.0 Ft 30 mp h, urban, major圖 3 Junct

3、ion/Intersection A環(huán)形交叉口圖 4 junction/intersection B一優(yōu)先級交叉口相位表第一相位第二相位實際綠燈時間 25s實際綠燈時間15s紅燈時間5s紅燈時間5s圖 5 Junction/Intersection C-信號控制Category 21, 1 Ian巴 I LI 20 mpht urban* major! wideCMegoiY 22, 2 lane. 24.0 mpht urban,Category 22t 2 lane* 24.0 30 rnph, urbui.Category 21 1 Inn露 1 2 胃口 mph Lirhan._ _P

4、2C dtegory 2?T I ane,30 ni ph, urtianhCateaorv 22. 2 lare. 240 urban.Catenorv ?1. 1 lane 1 Z. 1 urbdnf相位表第一相位第二相位第三相位實際綠燈時間 20s實際綠燈時間 5s實際綠燈時間25s紅燈時間0s紅燈時間5s紅燈時間5s圖 6 Junction/Intersection D-信號控制Category 22, 2 lane, 24.020 mph, urban,相位表第一相位第二相位第三相位實際綠燈時間20s實際綠燈時間10s實際綠燈時間 20s紅燈時間0s紅燈時間5s紅燈時間5s圖 7 j

5、unction/intersection E一信號控制匝道OD:matrix 1from101431134516832 2500# 2902from219503118180200# 282from345700367013350# 359from44585901477180# 248from54540984004750# 275from6458558842080# 246from717151025101600# 93from8 30000000000# 3000# total 3392361 316 252 170 35658 2500 # 7405車輛類型I TypeLength(mHeigh

6、t fmWi dthWeight(tonne)Top Speed(km/h)Maximum Acceleration (m,鏟)Maximum DecelerationCa r4,0L51.60.8158.43545Lgv6.02.62.32.5126.0KB3.9Ogvl&03.62 4ISO104.4143.2OgvZ1L-04.02.53310118.81.43.7Coach10.03Q2 512 0126.01.23.7Minibu 56.0402.58.0612Id3.2Bus1D.04,02 512 061.20 93.2車型比例TypeBag 尋 TypeProportionPe

7、rturbationFamiliarityRoutingMacriK1Car79。50850OO111Mini Bus-Fixed12LGV10.050850OD113OGV1605 085 0OD114OGV23.05085 0OO11&Coach305085 0OD1166 us*Fixed*收費站交通管制在 00:20:00-00:40:00,不允許 OGV1 和 OGV2進入高速公路（freeway）。Link 3 10第一條車道為公交專用道。公交在節(jié)點1-3-10-9間建立一條公交線路，要求公交站點不少于 4個。公交線路最多有8輛公交車同時服務，發(fā)車時間間隔為5分鐘一班，始發(fā)站點初始

8、上客率為15%。各公交站點乘客到達率為30人/小時，每個站點的下車率為15%,平均交費時長為2秒，每站平均?？繒r間為20秒。公交車為Bus類型。nodes文件Bounding Box -3121.8 ft -3364.8 ft -2.2 ft 4091.9 ftnode1 at-2381.00 ft,1199.00 ft,0.00 ftjunctionnode2a at-1574.00 ft,1227.00 ft,0.00 ftjunctionnode3 at-1170.00 ft,1200.00 ft,0.00 ftjunctionnode4 at-819.00 ft,1204.00 ft,

9、0.00 ftjunctionnode5 at-885.00 ft,1531.00 ft,0.00 ftjunctionnode6 at-287.00 ft,1212.00 ft,0.00 ftjunctionnode7 at-742.00 ft,837.00 ft,0.00 ftjunctionnode8 at-144.00 ft,835.00 ft,0.00 ftjunctionnode9 at-679.00 ft,458.00 ft,0.00 ftjunctionnode10 at-993.00 ft,790.00 ft,0.00 ftjunctionnode11 at-1572.00

10、ft,731.00 ft,0.00 ftjunctionnode12 at-1580.00 ft,1423.00 ft,0.00 ftjunctionnode2b at-1601.00 ft,1200.00 ft,0.00 ftjunctionnode2c at-1574.00 ft,1170.00 ft,0.00 ftjunctionnode2d at-1544.00 ft,1199.00 ft,0.00 ftjunctionnode17 at-771.00 ft,965.00 ft,0.00 ftjunctionnode18 at-1689.00 ft,3753.00 ft,0.00 ft

11、junctionnode19 at-2050.00 ft,2695.00 ft,0.00 ftjunctionnode20 at-2077.00 ft,1658.00 ft,0.00 ftjunctionnode21 at-1893.00 ft,660.00 ft,0.00 ftjunctionnode22 at-1891.00 ft,-310.00 ft,0.00 ftjunctionnode23 at-2147.00 ft,-1459.00 ft,0.00 ftjunctionnode24 at-2980.00 ft,1127.00 ft,0.00 ftjunctionnode25 at-2234.05 ft,-1704.80 ft,0.00 ftjunctionnode26 at-1920.00 ft,64.00 ft,0.00 ftjunctionnode27 at