Please use this identifier to cite or link to this item: https://elibrary.tucl.edu.np/handle/123456789/21853
Title: Assessing Travel Time Prediction Models for Mixed Traffic on a Two-Lane Highway: A Case Study of the Dhankhola-Bhaluwang (H01) Road Section
Authors: LUITEL, SANJAY
Keywords: Travel Time Prediction,;Travel Time Function,;Regression,
Issue Date: Dec-2023
Publisher: I.O.E. Pulchowk Campus
Institute Name: Institute of Engineering
Level: Masters
Abstract: Over the years, substantial efforts have been dedicated to improving travel time prediction for corridors, using a multitude of variables. However, predicting travel time in corridors remains an inherently challenging task due to the intricate interplay of numerous factors, which are often difficult to comprehensively collect. This challenge is particularly pronounced in undivided roads, where corridor access is unrestricted, leading to a heightened presence and influence of various influencing factors. The present study is focused on the development of a travel time prediction model for the Dhankhola-Bhaluwang road section, which is a two-lane, two -way undivided highway, for both directions. Using an extensive analysis of 72-hour datasets on vehicle travel times, sourced from traffic volume counts and speed surveys, this study evaluates the effectiveness of travel time prediction models, taking into account through traffic, opposing traffic, and the proportions of heavy vehicles in through traffic. Evaluation metrics derived from Random Forest Regression consistently outperform those of other regression models for both directions. Subsequently, Support Vector Regression, Decision Tree Regression, LASSO Regression, and Multiple Linear Regression follow in effectiveness.
Description: The study suggests travel time functions for both light and heavy vehicles, which are derived from traffic data generated by a microscopic traffic simulation model. The experiments conducted using the VISSIM model reveal that, apart from the volume of through traffic, the composition of traffic and the volume of opposing traffic play a substantial role in determining vehicle travel times. The travel time functions for both light and heavy vehicles have been modified and proposed for a two-lane, two-way undivided carriageway road, exhibiting high accuracy and a better relationship than standard BPR functions.
URI: https://elibrary.tucl.edu.np/handle/123456789/21853
Appears in Collections:Civil Engineering

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