|Table of Contents|

Residuals improved GM(1,1) model of expressway traffic volume prediction(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2011年05期
Page:
77-79,96
Research Field:
Publishing date:
2011-10-20

Info

Title:
Residuals improved GM(1,1) model of expressway traffic volume prediction
Author(s):
LIN Wen-xin WANG Jian-wei YUAN Chang-wei
School of Economy and Management, Chang'an University, Xi'an 710064, Shaanxi, China
Keywords:
traffic engineering traffic volume prediction gray system residuals improved GM(1 1)mode
PACS:
U491.113
DOI:
-
Abstract:
Expressway traffic has typical characteristics of gray system. In order to minis the excessive error and computational complexity from traditional GM(1,1)model in expressway traffic volume prediction, this paper defines the residual series, formulates a new sequence by using the sum of predicting sequence and the absolute value of residual sequence so as to construct a residuals improved GM(1,1)model to predict expressway traffic volume. The model is applied to an expressway for predicting 9 series data. The results shows that the average error of residuals improved GM(1,1)model is 7.25%, which is significantly better than that 12.7% of traditional GM(1,1)model. 3 tabs, 9 refs.

References:

[1] 刘 静,关 伟.交通流预测方法综述[J].公路交通科技,2004,21(3):82-85. LIU Jing,GUAN Wei.A summary of traffic flow forecasting methods[J].Journal of Highway and Transportation Research and Development,2004,21(3):82-85.
[2]芮少权,匡安乐.高速公路月度交通量ARIMA预测模型[J].长安大学学报:自然科学版,2010,30(4):82-85,91. RUI Shao-quan,KUANG An-le.ARIMA model of expressway traffic volume monthly forecasting[J] Journal of Chang'an University:Natural Science Edition,2010,30(4):82-85,91.
[3] 王晓原,杨新月.驾驶行为非参数微观仿真模型[J].交通运输工程学报,2007,7(1):76-80. WANG Xiao-yuan,YANG Xin-yue.Nonparametric microscopic simulation model of driving behavior[J].Journal of Traffic and Transportation Engineering,2007,7(1):76-80.
[4]王 炎,王 华.基于BP-NN和遗传算法的高速公路交通量预测[J].计算机工程与应用,2006,18(4):226-228. WANG Yan,WANG Hua.Prediction of highway traffic based on BP-neural network and genetic algorithms[J].Computer Engineering and Applications,2006,18(4):226-228.
[5]陈淑燕,陈家胜.一种改进的灰色模型在交通量预测中的应用[J].公路交通科技,2004,21(2):80-83. CHEN Shu-yan,CHEN Jia-sheng.Application of a novel grey model to traffic flow prediction [J].Journal of Highway and Transportation Research and Development,2004,21(2):80-83.
[6]陈 雷.灰色理论在高速公路交通量预测中的应用[J].辽宁交通科技,2005,12(10):37-39. CHEN Lei.Application of gray theory in freeway traffic volume prediction[J].Liaoning Communication Science and Technology,2005,12(10):37-39.
[7]彭 辉,魏金丽,陈宽民.运输通道公路旅客中长距离OD模型构造及分段客运量预测[J].中国公路学报,2006,19(2):101-105. PENG Hui,WEI Jin-li,CHEN Kuan-min.Construction of OD model of middle and long distance highway trips and prediction of segment passenger volume of transport corridor[J].China Journal of Highway and Transport,2006,19(2):101-105.
[8]许 研.长春—吉林高速公路交通量预测分析[D].长春:吉林大学,2007.
[9]邓聚龙.灰预测与灰决策[M].修订版.武汉:华中科技大学出版社,2002.

Memo

Memo:
-
Last Update: 2011-10-20