Collaborative Variable Speed Limit and Ramp Metering for Crash Risk

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Solution Overview

Problem

Current variable speed limit and ramp metering methods for expressways are primarily single-point and single-strategy, which can shift crash risk from upstream to downstream and fail to effectively exploit the benefits of the control strategy, leading to inadequate traffic safety and crash prevention.

Innovation Solution

A collaborative controlling method for variable speed limits and ramp metering based on crash risk, where a crash risk index is calculated to activate a multi-ramp metering strategy and variable speed limit adjustments, dynamically optimizing speed limits and ramp regulation rates across multiple segments to minimize crash risk through real-time and predicted traffic analysis.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Device complexity

If single-point control strategy is used for variable speed limit and ramp metering, then implementation complexity is reduced, but crash risk is shifted from upstream to downstream and traffic safety is insufficient

Engineering Contradiction:
Improvecontrol strategy complexityVSAvoidtraffic safety
Core Design Contradiction:
Device complexityVSReliability

Solution Approach 1:

The expressway is divided into multiple segments with different control strategies applied to each segment based on real-time crash risk assessment. The system segments the control approach by identifying high-risk segments and applying targeted variable speed limits and ramp metering to those specific segments rather than uniform single-point control, thereby improving traffic safety without excessive complexity increase

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The control strategy transitions from single-point (one location) to multi-point (multiple locations along the expressway) control. By adding the spatial dimension of multiple control points and coordinating them together, the system prevents crash risk shifting and improves overall traffic safety while maintaining manageable complexity through systematic coordination

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

2Reliability

If variable speed limit and ramp metering are applied extensively to improve traffic safety, then crash prevention capability is enhanced, but control duration and implementation distance increase reducing efficiency

Engineering Contradiction:
Improvecrash prevention capabilityVSAvoidcontrol duration and implementation distance
Core Design Contradiction:
ReliabilityVSLoss of time

Solution Approach 1:

Variable speed limits and ramp metering controls are applied locally only to segments identified as having high crash risk, rather than extensively across the entire expressway. The system assesses crash risk for each segment and applies controls selectively to high-risk areas, thereby maintaining effective crash prevention while minimizing control duration and implementation distance to preserve traffic efficiency

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The system applies control actions partially and selectively only where needed (high-risk segments) rather than uniformly across all segments. This partial action approach ensures adequate crash prevention capability is achieved in critical areas while avoiding unnecessary extensive control that would reduce overall traffic efficiency and increase implementation distance

Inventive Principle:
Principle #16Partial or excessive action

Data Source

PatentUS11468771B2Collaborative controlling method of variable speed limit and ramp metering for expressways based on crash risk
Publication Date: 2022.10.11 TONGJI UNIV
  • US11468771B2 patent drawing
  • US11468771B2 patent drawing
  • US11468771B2 patent drawing

AI summary

The invention relates to a variable speed limit (VSL), ramp metering (RM), and a collaborative method of variable speed limit and ramp metering (VSL-RM) on expressways based on crash risk, including the following steps: 1) calculating the crash risk index within each control step, activating the VSL-RM strategy when the crash risk index exceeds the threshold of the crash risk index, and 2) conduct a multiple-ramp metering strategy, determine the ramps to be controlled and the start-up time for RM, and calculate the integrated ramp regulation rate; 3) execute a variable speed limit strategy to obtain the displayed speed limit value for the segment downstream of the cluster and adjust the ramp regulation rate, mainline desired speed and mainline speed of the segment for the next time period accordingly.