九组交通规划课程设计_第1页
九组交通规划课程设计_第2页
九组交通规划课程设计_第3页
九组交通规划课程设计_第4页
九组交通规划课程设计_第5页
已阅读5页,还剩21页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

交通规划课程设计任务书第9条赵元:后面的风王凯薛曼宗一个使用以下不受约束的重力模型如果从两侧获取日志Y=、=、邮报二次方程是二进制线性回归方程,对于要校正的系数,通过表1所示的已知表获得25个样本数据。表1取样点Qij大分DjOiDjCijyX1X2I=1,j=112002530242057.15.1.I=1,j=260025303080106.15.2.I=1,j=335025302300185.15.2.I=1,j=425025301650205.15.2.I=1,j=513025301070304.14.3.I=2,j=150031902420126.15.2.I=2,j=217503190308047.16.1.I=2,j=360031902300106.15.2.I=2,j=414031901650254.15.3.I=2,j=520031901070205.15.2.I=3,j=142021602420156.15.2.I=3,j=240021603080105.15.2.I=3,j=39002160230086.15.2.I=3,j=436021601650155.15.2.I=3,j=58021601070354.14.3.I=4,j=120016402420205.15.2.I=4,j=219016403080255.15.3.I=4,j=337016402300155.15.2.I=4,j=480016401650106.14.2.I=4,j=58016401070304.14.3.I=5,j=110010002420354.14.3.I=5,j=214010003080254.14.3.I=5,j=38010002300354.14.3.I=5,j=410010001650354.14.3.I=5,j=558010001070126.13.2.使用最小二乘法校正了25个样例数据,结果=1.633,=0.244,=1.137获得了二进制线性回归方程。您可以透过=、使用、也就是说,修正后的重力模型是用标定重力模型解决分布交通量Oi*Dj(oi * DJ) 0.244Cij (-1.137)Qij45.0.1444.6301348.0.3369.44.0.6121.41.0.6363.37.0.9078.47.0.4136.3794350.0.1258.47.0.3320.43.0.8678.39.0.6058.43.0.4847.46.0.3242.43.0.2342.39.0.4414.35.0.10488.715540.0.6285.782843.0.8592.40.0.4476.37.0.2603.33.0.8167.36.0.10526.2027938.0.7615.35.0.10396.385132.0.9587.29.0.2553.od12345总计11444.6303369.6386121.8586363.7639078.902263378.79124136.3791258.0243320.4888678.8906058.723234522.50434847.1773242.1162342.5944414.72810488.71625255.33146285.7838592.1434476.2532603.1758167.58830114.942510526.2037615.17010396.3869587.0912553.96040678.81总计27240.17224077.09126657.57931647.647363667.889.378重新计算和5500263378.791480027240.1720.0.4800234522.504500024077.0910.0.350025255.331400026657.5790.0.300030114.942300031647.6470.0.240040678.812400363667.8890.0.通过无约束重力模型计算的OD表不满足移动分布的约束条件,因此必须使用平均增长系数法迭代。使用平均增长系数方法的第一次迭代计算OD表O D12345总计增长系数1277.883701.1661097.502965.0481246.8744288.4731.28252787.731259.364588.9221299.502820.4823756.0011.2283762.933561.293338.078515.1511065.6383243.0931.07924866.7961319.975558.718253.001676.9283675.4180.816251237.9291015.351086.682737.212159.8434237.0160.5664总计3933.2723857.1483669.9023769.9143969.76519200.001增长系数1.22041.29631.08990.79580.6046使用平均增长系数法的第二次迭代计算OD表55004288.47348003933.2721.1.48003756.00150003857.1481.1.35003243.09340003669.9021.1.30003675.41830003769.9140.0.24004237.01624003969.7650.0.O D12345总计增长系数1347.752904.0841301.8871002.8211176.4744733.0181.1622983.999333.834697.2551347.406772.2894134.7831.16093877.211666.679366.673482.952897.1533290.6681.06364882.6551394.242532.509203.92408.8913422.2170.876651105.962945.662899.981502.11993.5893547.3130.6766总计4197.5794244.5013798.3053539.2183348.39619127.999增长系数1.14351.1781.05310.84760.7167使用平均增长系数法的第三次迭代计算OD表55004733.01848004197.5791.1.48004134.78350004244.5011.1.35003290.66840003798.3051.1.30003422.21730003539.2180.0.24003547.31324003348.3960.0.O D12345总计增长系数1400.8831057.7981441.9381007.6821105.1865013.4871.09721133.763390.398771.856775.582725.0423796.6411.26433968.059747.217388.071461.523798.6343363.5041.04064891.5441432.318513.798175.807325.7613339.2280.898451006.472876.895778.335382.66865.23109.570.7718总计4400.7214504.6263893.9982803.2623019.82318622.43增长系数1.09071.111.02721.07010.7947使用平均增长系数法的第四个迭代计算OD表55005013.48748004400.7211.1.48003796.64150004504.6261.1.35003363.50440003893.9981.1.30003339.22830002803.2620.1.24003109.5724003019.8230.0.O D12345总计增长系数1438.521167.2861531.5281091.9361045.395274.661.042721335.009463.45884.353905.282746.4394334.5331.107431031.618803.464401.227487.023732.8783456.211.01274886.7041438.32494.693173.046275.7833268.5460.91785937.298825.062700.125352.43651.072865.9910.8374总计4629.1494697.5824011.9263009.7232851.5619199.94增长系数1.03691.06440.9970.99680.8416在第四次迭代后,收敛条件设置=10%满足停止迭代,在第四次迭代

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论