交通规划原理课程设计报告书-南京廖华答案网

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南京工业大学交通规划课程设计

第三章模拟结果数据

3.1早高峰数据

3.1.1行程时间记录表

Table of Travel Times(行程时间记录表)

File: c:\%users\\administrator\\desktop\\新建文件夹 (3)\\交通规划.inp Comment:

Date: 2016年6月23日 13:31:27

No.1 (北进口直行): from link 15 at 71.7 m to link 7 at 60.1 mDistance 220.3 m No.2 (西进口直行): from link 1 at 70.6 m to link 9 at 60.7 mDistance 208.3 m No.3 (北进口右转): from link 15 at 69.3 m to link 2 at 63.0 mDistance 138.9 m No.4 (北进口左转): from link 15 at 65.6 m to link 9 at 52.8 mDistance 178.1 m No.5 (北进口上高架): from link 15 at 61.4 m to link 6 at 58.8 mDistance 229.0 m No.6 (西进口上高架): from link 1 at 64.1 m to link 6 at 78.8 mDistance 146.5 m No.7 (西进口左转): from link 1 at 67.2 m to link 14 at 74.2 mDistance 192.1 m No.8 (西进口右转): from link 1 at 60.5 m to link 7 at 64.7 mDistance 205.3 m No.9 (南进口直行): from link 8 at 112.3 m to link 14 at 79.5 mDistance 225.8 m No.10 (南进口右转): from link 8 at 108.5 m to link 9 at 49.8 mDistance 158.4 m No.11 (南进口左转): from link 8 at 105.6 m to link 2 at 57.4 mDistance 229.2 m No.12 (南进口上高架): from link 8 at 102.8 m to link 6 at 69.6 mDistance 200.9 m No.13 (东进口直行): from link 10 at 76.1 m to link 2 at 68.7 mDistance 228.1 m No.14 (东进口右转): from link 10 at 69.0 m to link 14 at 86.8 mDistance 173.1 m No.15 (东进口左转): from link 10 at 60.7 m to link 7 at 73.1 mDistance 238.2 m No.16 (东进口上高架): from lin 10 at 65.4 m to link 6 at 74.9 mDistance 265.3 m

Time;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh; Trav;#Veh; Trav;#Veh; Trav;#Veh; VehC; All;; All;; All;; All;; All;; All;; All;; All;; No.:; 1; 2; 3; 4; 5; 6; 7; 8; Name; 北直行; 西直行; 北右转; 北左转; 北上高架; 西上高架; 西左转; 西右转; 3600; 33.2; 10; 50.3; 17; 9.8; 2; 33.5; 6; 0.0; 0; 9.7; 2; 56.4; 2; 39.8;10;

南京工业大学交通规划课程设计

Time;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh; Trav;#Veh; Trav;#Veh; Trav;#Veh; VehC; All;; All;; All;; All;; All;; All;; All;; All;; No.:; 9; 10; 11; 12; 13; 14; 15; 16; Name; 南直行; 南右转; 南左转; 南上高架; 东直行; 东右转; 东左转; 东上高架; 3600; 50.0; 21; 13.1; 18; 64.5; 6; 72.6; 18; 36.0; 9; 29.9; 5; 79.1; 17; 105.5; 1;

3.1.2延误时间记录

Table of Delay（延误时间记录）

File: c:\%users\\administrator\\desktop\\新建文件夹 (3)\\交通规划.inp Comment:

Date: 2016年6月23日 13:31:27

No. 1: Travel time section(s) 1, 3, 4, 5 No. 2: Travel time section(s) 2, 6, 7, 8 No. 3: Travel time section(s) 9, 10, 11, 12 No. 4: Travel time section(s) 13, 14, 15, 16

Time; Delay; Stopd; Stops; #Veh; Pers.; #Pers; Delay; Stopd; VehC; All;;;;;; No.:; 1; 1; 1; 1; 1; 1; 2; 2; 600; 16.8; 8.1; 0.83; 18; 16.8; 18; 30.5; 20.9; 1200; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 1800; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 2400; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3000; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; Total; 16.8; 8.1; 0.83; 18; 16.8; 18; 30.5; 20.9;

Time; Delay; Stopd; Stops; #Veh; Pers.; #Pers; Delay; Stopd; VehC; All;;;;;; No.:; 3; 3; 3; 3; 3; 3; 4; 4; 600; 33.3; 27.2; 0.67; 63; 33.3; 63; 44.3; 33.6; 1200; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 1800; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 2400; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3000; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; Total; 33.3; 27.2; 0.67; 63; 33.3; 63; 44.3; 33.6;

Stops; #Veh; All;;;;;; 2; 2; 1.19; 31; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 1.19; 31; Stops; #Veh; All;;;;;; 4; 4; 1.00; 32; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 1.00; 32; Pers.; #Pers;

2; 2; 30.5; 31; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 30.5; 31; Pers.; #Pers;

4; 4; 44.3; 32; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 44.3; 32;

南京工业大学交通规划课程设计

3.1.3排队长度记录

Queue Length Record(排队长度记录)

File: c:\%users\\administrator\\desktop\\新建文件夹 (3)\\交通规划.inp Comment:

Date: 2016年6月23日 13:31:27

Queue Counter 1: Link 15 At 121.400 m Queue Counter 2: Link 10 At 132.400 m Queue Counter 3: Link 8 At 167.500 m Queue Counter 4: Link 1 At 110.400 m

Avg.: average queue length [m] within time interval Max.: maximum queue length [m] within time interval Stop: number of stops within queue

Time; Avg.; max; Stop; Avg.; max; Stop; Avg.; max; Stop; Avg.; max; Stop; No.:; 1; 1; 1; 2; 2; 2; 3; 3; 3; 4; 4; 4; 175; 34; 76; 47; 44; 84; 77; 41; 99; 88; 39; 65; 75;

3.2晚高峰数据

3.1.1行程时间记录表

Table of Travel Times(行程时间记录表)

File: c:\%users\\administrator\\desktop\\新建文件夹 (3)\\交通规划.inp Comment:

Date: 2016年6月23日 16:10:52

南京工业大学交通规划课程设计

No.7 (西进口左转): from link 1 at 67.2 m to link 14 at 74.2 mDistance 192.1 m No.8 (西进口右转): from link 1 at 60.5 m to link 7 at 64.7 mDistance 205.3 m No.9 (南进口直行): from link 8 at 112.3 m to link 14 at 79.5 mDistance 225.8 m No.10 (南进口右转): from link 8 at 108.5 m to link 9 at 49.8 mDistance 158.4 m No.11 (南进口左转): from link 8 at 105.6 m to link 2 at 57.4 mDistance 229.2 m No.12 (南进口上高架): from link 8 at 102.8 m to link 6 at 69.6 mDistance 200.9 m No.13 (东进口直行): from link 10 at 76.1 m to link 2 at 68.7 mDistance 228.1 m No.14 (东进口右转): from link 10 at 69.0 m to link 14 at 86.8 mDistance 173.1 m No.15 (东进口左转): from link 10 at 60.7 m to link 7 at 73.1 mDistance 238.2 m No.16 (东进口上高架): from lin 10 at 65.4 m to link 6 at 74.9 mDistance 265.3 m

Time;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh; Trav;#Veh; Trav;#Veh; Trav;#Veh; VehC; All;; All;; All;; All;; All;; All;; All;; All;; No.:; 1; 2; 3; 4; 5; 6; 7; 8; Name; 北直行; 西直行; 北右转; 北左转; 北上高架; 西上高架; 西左转; 西右转; 3600; 62.9; 14; 53.2; 45 9.7; 4; 55.0; 10; 0.0; 0; 10.5; 4; 35.8; 5; 53.5;17;

Time;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh;Trav;#Veh; Trav;#Veh; Trav;#Veh; Trav;#Veh; VehC; All;; All;; All;; All;; All;; All;; All;; All;; No.:; 9; 10; 11; 12; 13; 14; 15; 16;

Name; 南直行; 南右转; 南左转; 南上高架; 东直行; 东右转; 东左转; 东上高架; 3600; 69.7; 29; 21.2; 24; 59.9; 32; 55.2; 17; 60.2; 36; 25.6; 7; 99.3; 23; 84.8; 1;

3.1.2延误时间记录

Table of Delay（延误时间记录）

File: c:\%users\\administrator\\desktop\\新建文件夹 (3)\\交通规划.inp Comment:

Date: 2016年6月23日 13:31:27

No. 1: Travel time section(s) 1, 3, 4, 5 No. 2: Travel time section(s) 2, 6, 7, 8 No. 3: Travel time section(s) 9, 10, 11, 12 No. 4: Travel time section(s) 13, 14, 15, 16

南京工业大学交通规划课程设计

Time; Delay; Stopd; Stops; #Veh; Pers.; #Pers; Delay; Stopd; Stops; #Veh; Pers.; #Pers;

VehC; All;;;;;; All;;;;;; No.:; 1; 1; 1; 1; 1; 1; 2; 2; 2; 2; 2; 2; 600; 39.0; 29.6; 1.00; 28; 39.0; 28; 35.5; 28.4; 0.79; 71; 35.5; 71; 1200; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 0.00; 0; 0.0; 0; 1800; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 0.00; 0; 0.0; 0; 2400; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 0.00; 0; 0.0; 0; 3000; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 0.00; 0; 0.0; 0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 0.00; 0; 0.0; 0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; Total; 39.0; 29.6; 1.00; 28; 39.0; 28; 35.5; 28.4;

Time; Delay; Stopd; Stops; #Veh; Pers.; #Pers; Delay; Stopd; VehC; All;;;;;; No.:; 3; 3; 3; 3; 3; 3; 4; 4; 600; 38.3; 30.6; 0.72; 102; 38.3; 102; 54.6; 42.9; 1200; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 1800; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 2400; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3000; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; 3600; 0.0; 0.0; 0.00; 0; 0.0; 0; 0.0; 0.0; Total; 38.3; 30.6; 0.72; 102; 38.3; 102; 54.6; 42.9;

3.1.3排队长度记录

Queue Length Record(排队长度记录)

File: c:\%users\\administrator\\desktop\\新建文件夹 (3)\\交通规划.inp Comment:

Date: 2016年6月23日 16:10:52

Queue Counter 1: Link 15 At 121.400 m Queue Counter 2: Link 10 At 132.400 m Queue Counter 3: Link 8 At 167.500 m Queue Counter 4: Link 1 At 110.400 m

Avg.: average queue length [m] within time interval Max.: maximum queue length [m] within time interval Stop: number of stops within queue

0.00; 0; 0.79; 71; Stops; #Veh; All;;;;;; 4; 4; 1.40; 67; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 0.00; 0; 1.40; 67; 0.0; 0; 35.5; 71; Pers.; #Pers;

4; 4; 54.6; 67; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 0.0; 0; 54.6; 67;

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