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1、河北工程大学交通工程专业交通调查与分析报告专业班级： 交通工程11-01 学 号： 姓 名： 张兴雨 指导教师： 卢兰萍 实习时间： 2014-6-92014-6-13 目 录1. 实习性质与目的 .12. 实习时间和地点 .3. 实习内容与数据分析 .3.1 主干路全线交叉口交通量（机、非）调查及数据整理.3.2 主干路全线车速调查（分车种、分早晚高峰）调查及数据整理 .3.3 全线交叉口延误调查（包括早、晚高峰）及计算 .3.4 停车场停车特性调查（指定范围）及参数计算 .3.5 公交特性调查（指定路线）及分析 .4. 结论与建议 .1. 实习性质与目的交通调查与分析实习是教学计划中的一个
2、重要环节，其目的是通过现场调查，熟悉各类交通参数的获得、整理、计算和分析应用的过程； 验证、巩固、深化所学的理论知识，增强感性认识，培养分析问题和解决问题的独立工作能力，并为以后的课程设计、毕业设计收集资料，打好基础。2. 实习时间和地点 实习时间：自 2014 年 6 月 9 日 至 2014 年 6 月 13 日，共计1周。 实习地点：邯郸市学校附近3. 实习内容与数据分析3.1 主干路全线交叉口交通量（机、非）调查及数据整理（1）阐述调查方法，调查时间；汇出交叉口几何图 ；原始数据详见原始表，汇总表（格式见附表1）（2）（机、非）交通量变化柱状图，曲线图 和 交叉口流量流向图（3）计算各
3、类参数（机、非）：高峰小时系数PHF15、PHF5、高峰小时流量比、方向不均匀系数（4）问题分析（小结）3.2主干路全线车速调查（分车种、分早晚高峰）调查及数据整理（1）阐述调查方法，调查时间；原始数据详见原始表，汇总表（格式见附表2）（2）地点车速数据整理：地点车速频率分布直方图；地点车速累计频率曲线图（3）计算地点车速频率分布特征值（4）区间车速平均值计算（4）问题分析（小结）3.3 全线交叉口延误调查（包括早、晚高峰）及计算（1）阐述调查方法，调查时间；汇出交叉口几何图 ；原始数据详见原始表，汇总表（格式见附表3）（2）计算延误指标总延误、每一停驶车辆的平均延误、平均延误、停驶车辆百分率
4、、停驶车辆百分率的估计误差（3）问题分析（小结）3.4停车场停车特性调查（指定范围）及参数计算（1）阐述调查方法，调查时间，调查范围；原始数据详见原始表，汇总表（格式见附表4）（2）计算车辆停放的基本特征参数停放车指数，高峰停车指数： 停放周转率： 停车场利用率 累计停车时间 平均停车时间 停车后步行距离（3）车辆停放需求与吸引特征分析汇出停车场高峰泊位供需比柱状图；车辆停放时间分布图；（4）问题分析（小结）3.5公交特性调查（指定路线）及分析（1）阐述调查方法，调查时间；原始数据详见原始表，汇总表（格式见附表5）（2）数据整理：（3）问题分析4. 结论与建议4.1 存在问题分析4.2 建议与
5、改进的措施附件主干路全线交叉口交通量（机、非）调查及数据整理一、 调查方法 人工观测法 1、仪器：秒表或手表、记录用纸、笔，计数器； 2、方法：调查人员现场调查； 3、可获得数据： （1）分类车辆交通量；（2）分方向、分车道交通量；（3）交叉口引道各流向交通量；（4）非机动车交通量；（5）车辆排队长度及车辆的时间和空间占有率；（6）司机或行人违章情况。二、调查时间：2014年6月9日星期一三、交叉口几何图四、调查原始数据及分析附件（二）表1-1 渚河路滏河大街叉口高峰小时机动车流量（7:309:00）交叉口所处位置 渚河路滏河大街 日期 2014-6-9 天 气 晴 观测员 李鹏飞、张娜、张兴
6、雨、陈安胜 滏河大街渚河路交叉口西进口道早高峰交通量调查表时间小车大车公交车摩托车非机动车左转直行右转左转直行右转左转直行右转左转直行右转左转直行右转7:00-7:05555401002000004827:05-7:10443800003000005367:10-7:157481000003000105797:15-7:209561203004000006357:20-7:254471000002003006047:25-7:30249600002000007157:30-7:35652801003000007437:35-7:4095213130030002010947:40-7:45154
7、510010030030085157:45-7:50944121000200000113127:50-7:55164210100020000093147:55-8:00164715001021001014158:00-8:058521700002002009568:05-8:109237010021000010138:10-8:1516361001003000009558:15-8:209441501003000007578:20-8:251142913002101406858:25-8:301237902003000005868:30-8:359331402002100005598:35-8
8、:409306002030020060118:40-8:4511258001011000045148:45-8:501224600004000202968:50-8:55723703105100003588:55-9:00143381200200200354合计229982234524506360131001718168滏河大街渚河路交叉口西进口道晚高峰交通量调查表时间小车大车公交车摩托车非机动车左转直行右转左转直行右转左转直行右转左转直行右转左转直行右转5:00-5:059287010020000045125:05-5:101036800001000005385:10-5:151224100
9、2104000104525:15-5:20839702001100004955:20-5:25935801105003005845:25-5:30440502202000004355:30-5:35641400102101004235:35-5:406191613102000205945:40-5:4510177010010030073155:45-5:5015417100020000035125:50-5:559297100020000050215:55-6:00132814021031001048126:00-6:0510381801101002004966:05-6:1082050010
10、1100205946:10-6:15101910020030000083146:15-6:204251502003100004696:20-6:251019811002101405476:25-6:3014241001003100005866:30-6:35112011000021000059146:35-6:40121812002010020068116:40-6:45162314001051000051146:45-6:5017251301004000204356:50-6:55102210011031000045156:55-7:00121981200100200529合计2456492
11、3452513056100141201267217表1-2 渚河路滏河大街叉口高峰小时机动车流量统计表 （7:309:00）滏河大街渚河路交叉口早高峰机动车交通流量调查表时间东进口道西进口道南进口道北进口道左转直行右转左转直行右转左转直行右转左转直行右转7:00-7:055491256247.55014.51262107:05-7:101154.510450.586.542.5201350.5137:10-7:151243.59755.5101861.57.5740.5117:15-7:201557.514972122.574.513667.5147:20-7:251047114521016.
12、560.510.51042107:25-7:301349.510254610.595.5221146.5107:30-7:35126512661.58754.527.51279.5107:35-7:401135.5141165.51310.568.515.51175.5137:40-7:451042.5101554.5101168.516.5107277:45-7:501142121149129.559.58942.567:50-7:551249.5131847106.558131569.597:55-8:001338.512165219.59.55561084108:00-8:0510511
13、08571716013.51160108:05-8:10948.5119309.57665148078:10-8:151039111645.5107.553.514855128:15-8:201150.58953.515762.513.5978198:20-8:251043.58135311.511.540.516.51461.5118:25-8:30742.591248.597.567.59.51371.5118:30-8:35743.51294216.52.567.515.51189168:35-8:40857.510937.510459.511.51555108:40-8:4510479
14、1127.512.5943.515.51067108:45-8:501149.51412346049.5131478.5138:50-8:5586511741.511.56.54771568188:55-9:00735.5101642885671671.58合计24311472622391187.52591871421.5315.52761567268总计7372.5东西南北6671728475.562.56976.564.572.58758.586.5939087.5686687.56272.56212867.58975.589101.560.589.594.599.562.579.5968
15、965727757.574.57577.593.563.587.570.5104718274.58168.548.5781016071.5757569.577.58310661.577.568.586.558.569.584.595.562.567.585.511675.556.575806651688774.55262.5105.5846060.510152.5667195.5滏河大街渚河路交叉口机动车晚高峰交通流量调查表时间东进口道西进口道南进口道北进口道左转直行右转左转直行右转左转直行右转左转直行右转5:00-5:058471493577.542.51695575:05-5:101041
16、.5131038.581661.58.51038.565:10-5:151157.5121238122.574.5131568125:15-5:20106110845.59.516.554.510.5851.575:20-5:2512669949.5108.592.5221044.555:25-5:301359.5114499754.528.51471.595:30-5:351665106468.510.568.515.564865:35-5:401570.58830181268.516.5126085:40-5:451462.5121021.578.559.56938.5135:45-5:5
17、01766.5131746744815.51346185:50-5:551663121134711.5557115675:55-6:001472101339.518.516013.51339.5166:00-6:051164.591042.520568.501472.5206:05-6:10116411822.59.57.553.5141349.5116:10-6:151556.5101030.510768.518.5976146:15-6:201662.56436.517.511.540.516.51082.5146:20-6:2512599122610.57.572.56.51152136
18、:25-6:30136371433.512.52.567.515.51454.5106:30-6:35970.514112513.5459.511.51375126:35-6:40457.5131220.516943.541469.5166:40-6:45261121635.518.5049.5131886176:45-6:50966101737136.5476.51377156:50-6:55459.591031.514.59.5071364.5126:55-7:0066581425.5805741475.58合计2681481252255839285175.51367289.5286145
19、1.5276总计7225.5东西南北6951667164.556.58654.580.5629095816381.566.58768.512359.583.5629094.59160.594.56093.556978088.538.57460.596.57067.577915273.574967174.568.584.572.573.5106.586407573.581.550.5949984.55868.5106.58048.586.576836085.578.593.549.57510074.548.556.599.5757062.512185676010572.55616.589.579
20、47.56197.5表1-3 滏河和平交叉口高峰小时非机动车流量（7:309:00）滏河大街渚河路交叉口非机动车早高峰交通流量调查表时间东进口道西进口道南进口道北进口道左转直行右转左转直行右转左转直行右转左转直行右转7:00-7:05016.85.2019.20.81.63601.2244.87:05-7:10023.22.8021.22.42.826.40.81.6302.47:10-7:15017.21.6022.83.64.449.21.6222.83.67:15-7:20023.61.2025.229.271.221.225.227:20-7:250143.20241.65.24860
21、.8241.67:25-7:30019.21.6028.421.655.23.21.6361.67:30-7:350181.2029.61.2647.25.2229.63.27:35-7:40014.86043.61.65.23601.2302.87:40-7:450183.60346444.401.23467:45-7:50015.24.8045.24.8844.401.6264.87:50-7:550204.4037.25.60.841.61.60.437.22.87:55-8:00026.83.6056.42462.40.41.6302.88:00-8:05022.46.80382.44
22、.845.262283.28:05-8:10020.41.2040.41.2046.840.8281.68:10-8:15019.6603820.4446.80.426.428:15-8:20022.43.20302.8047.25.2031.22.88:20-8:25015.61.2027.224.848.83.2027.62.88:25-8:30022.81.6023.22.40.845.64227.23.68:30-8:350182.80223.64.449.60.80.827.65.28:35-8:40017.20.80244.41.651.22.81.2244.48:40-8:450
23、20.85.60185.61.253.21.60.831.64.88:45-8:50016.82011.62.41.651.221.222.42.48:50-8:55022.83.60143.21.2542.40223.68:55-9:00018.81.20141.61.648.440.8262.4合计0464.475.20687.267.275.21147.263.626.4670.877.2总计3354.4东西南北222037.6302623.6303418.826.455.228.424.827.282.428.417.225.659.226.420.830.46039.219.230.
24、858.434.820.845.241.23421.64048.441.2205052.432.424.442.84440.430.458.466.834.429.240.45633.221.641.650.830.425.64051.228.825.632.852.43416.829.256.830.424.425.650.432.820.825.654.833.61828.455.629.626.423.65637.218.81454.82626.417.257.625.62015.65429.2滏河大街渚河路交叉口非机动车晚高峰交通流量调查表时间东进口道西进口道南进口道北进口道左转直行右
25、转左转直行右转左转直行右转左转直行右转5:00-5:05019.22.80184.82.8220.80185.65:05-5:100185.6021.23.24.449.21.61.217.23.25:10-5:15014.820180.88.86224180.85:15-5:200182.4019.625.2484.402625:20-5:25015.21.2023.21.61.6483.2025.21.65:25-5:300202017.226.847.25.21.217.225:30-5:35026.82.8016.81.25.23600.816.825:35-5:40022.48.40
26、23.61.6444.40.42181.65:40-5:45020.44.8029.267.244.400.825.24.85:45-5:500242.40144.80.841.60.80261.65:50-5:550181.60208.4444.40.4026.85.65:55-6:00016.85.6019.24.84.844.85.21.619.28.46:00-6:050263.6019.62.4046.840.819.62.46:05-6:100303.2023.61.60.4446.81.6261.66:10-6:15027.20.8033.25.6053.23.2018.41.6
27、6:15-6:20028.42018.43.64.848.83.2031.23.66:20-6:25029.61.6021.62.80.845.641.225.626:25-6:300243.6023.22.44.449.60.80.835.246:30-6:350184.8023.65.61.651.22.41.623.666:35-6:40027.25.6027.24.41.248.81.6224.44.46:40-6:45023.22020.45.61.651.21.61.222.85.66:45-6:500225.2017.221.2542.40.817.22.86:50-6:5502
28、0.82.401861.649.63.621866:55-7:00015.63.2020.83.60564.4020.83.6合计0525.679.60506.886.873.21130.86223.6536.482.8总计3107.6东西南北2222.825.623.623.624.455.221.616.818.872.822.820.421.657.62816.424.852.826.82219.259.220.429.61841.219.630.825.248.821.625.235.251.630.826.418.843.227.619.628.448.832.422.42454.8
29、29.229.62250.822.833.225.251.229.22838.856.42030.42256.834.831.224.450.428.827.625.654.84022.829.255.231.232.831.651.630.825.22654.429.627.219.257.620.823.22454.82618.824.460.424.4机动车东西方向早晚高峰交通量统计时间向东向西合计时间向东向西合计7:00-7:057166.5137.55:00-5:055161.5112.57:05-7:1062.574136.55:05-5:1056.563.51207:10-7:1572.572.51455:10-5:1562721347:15-7:2093741675:15-5:206384.5147.57:20-7:256673.5139.55:20-5:2568.579.51487:25-7:3062701325:25-5:306275.5137.57:30-7:3575.582157.55:30-5:3560.581.51427:35-7:4089.559148.55:35-5:405690.5146.57:40-7:4579.560.51405:40-5:4538.584122.57:45-7:507257.5129.55:45-5:50