摘要
由路段流量反推OD矩阵,路段流量的调查结果往往被认定为是一个确定数。但是实际生活中,任何一条路段的流量值都是波动的,将其固定为某个数值势必造成反推出的OD对的不精确性。本文将路段流量视为合理范围内的区间数,运用不确定规划技术,计算出各OD对的合理区间。并以一个简单路网为例,验证该方法是可行的。
When estimating O-D matrices through link flow, the link counts are often taken as certain numbers. However, in reality, every link flow value is fluctuant. Fixed link counts will inevitably result in O-D matrix imprecisely. Taking the link counts as interval numbers within reasonable range, an interval optimization model is established to estimate the OD matrices, and reasonable intervals are calculated. Using a simple network the approach is tested, and the result shows that this method is feasible.
出处
《系统工程》
CSSCI
CSCD
北大核心
2013年第10期75-80,共6页
Systems Engineering
基金
国家自然科学基金资助项目(51178061)
湖南省教育厅项目(12C0015)
湖南省研究生科研创新项目(CX2012B356)
关键词
区间分析
不确定规划
OD反推
遗传算法
Interval Analysis
Uncertain Programming
OD Matrices Estimation
Genetic Algorithm