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Deviation of peak hours for metro stations based on least square support vector machine
Lijie Yu1, Mengying Cui1, Shian Dai2
1College of Transportation Engineering, Chang'an University, Xi'an, Shaanxi, China.
Metro ridership forecasting must account for peak deviation. A new land-use index improves predictions by analyzing station peak versus city peak demand, preventing underestimations and operational issues.
Area of Science:
- Transportation Engineering
- Urban Planning
- Data Science
Background:
- Station-level ridership is crucial for metro design, but peak times often differ between stations and the city.
- Current forecasting methods, using city peak as reference, lead to underestimations and potential disruptions at stations with differing peak demands.
Purpose of the Study:
- To investigate the factors influencing peak deviation coefficient (PDC) in metro ridership.
- To develop a more accurate station-level ridership forecasting method that accounts for differing peak times.
Main Methods:
- Introduced the peak deviation coefficient (PDC) as the ratio of station peak ridership to city peak ridership.
- Employed the least square support vector machine (LSSVM) model to analyze ridership determinants affecting PDC.
- Proposed and utilized a novel land-use function complementarity index to describe local commute land use relative to the network.
Main Results:
- The LSSVM model effectively revealed nonlinear relationships between land use and metro ridership temporal distribution.
- The proposed land-use function complementarity index demonstrated superior explanatory and predictive power for peak deviation compared to simple commute land-use ratios.
- The study successfully provided a method for fine-grained, station-level ridership forecasting, addressing peak deviation.
Conclusions:
- Metro ridership forecasting needs to incorporate the peak deviation phenomenon for accurate planning.
- The land-use function complementarity index is a valuable tool for understanding and predicting peak deviation.
- LSSVM is an effective technique for analyzing complex, nonlinear factors in metro ridership.
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