A study examined the effects of reduced visibility of scene information because of fog on car-following performance. Drivers were presented with a straight roadway scene in a driving simulator and were asked to maintain a predetermined driving distance in response to speed variations of a lead vehicle. Lead vehicle speed varied according to a sum of three prime sine wave frequencies. Five simulated fog density conditions and three average lead vehicle velocities were examined. Car-following performance was assessed using distance headway, variance of distance headway, root-mean-square (RMS) velocity error, control gain, phase angle, and squared coherence. Distance headway decreased only at the highest fog density condition examined. RMS velocity error increased with an increase in fog density. These results indicate that drivers had greater difficulty responding to changes in lead vehicle speed than to changes in headway. Results for squared coherence indicated that the effects of fog were greatest for the highest rate of change in lead vehicle speed (i.e., highest frequency examined). The importance of visual factors for optimal car-following performance is discussed.
Whole-Body Vibrations When Riding on Rough RoadsJohan Granlund
The overall aim of this study was to ascertain the seriousness of the problem of whole-body vibration when driving on roads; ”Is the road roughness such that it entails a health hazard and/or a road safety hazard through its impact on drivers?”. Other objectives were to estimate the scope of the problem during non-frozen ground conditions, to examine the problems and potential related to measurement techniques and to point out the necessity of further research in this field.
The measurement data was collected when driving on 37 kilometres of National Highway No. 90 (Hw 90) and 21 kilometres of County Road 950 (Lv 950) in Västernorrland County. The road condition on the test stretches covered the entire range from very smooth (IRI20 = 0.43 mm/m) to very rough (IRI20 = 22.78 mm/m). Whole-body vibration was measured in compliance with the ISO 2631-1 (1997) standard “Evaluation of human exposure to whole-body vibration”. This was done on stretchers with patients in different types of ambulance and at different speeds, and on the floor and driver and passenger seats for seated occupants in some different truck configurations.
There are three main sources of vibration: road roughness, vehicle properties and driver behaviour (including choice of speed). The interpretation of the results supports the opinion that within reasonable variations in these factors, road roughness plays a considerably greater part than the other two. High-energy, multi-directional vibrations at many natural body part frequencies were found at the seats in trucks. This is serious due to the risk of resonance, meaning a greater reproduction of vibration in the parts of the body afflicted than at the surface from which the vibrations are transferred. Further, the study substantiates findings from earlier studies; i.e., that the high frequency of occupational diseases among commercial drivers, especially in the locomotor systems, is related to rough roads. This relationship is probably strongest in geographic areas where the road roughness level is high on a large percentage of the roads. Where the roughness was greatest, peak values were registered on ambulance stretchers that considerably exceed the level that completely healthy people are assumed to experience as ”extremely uncomfortable” by international standards.
During a 15-minute ride on a stretch of National Highway 90, the vibration level in one type of ambulance was high enough to pose a potential health hazard had a healthy person been exposed to it for as little as 10 minutes a day. It was shown that the vibration on the ambulance stretchers was as great as at the drivers’ seat in wheel loaders loading blasted rock, bulldozers clearing way in forests for new road construction, etc. Vibration problems are even greater in the spring due to seasonal frost damage related additional roughness.
International Roughness Index, IRI, and ISO 2631 Vibration EvaluationJohan Granlund
Every road authority targets good ride quality in their pavement management. Ride quality depends strongly on the experienced vibrations, induced by road roughness. International Roughness Index, IRI, is the most common way to describe road roughness, while ISO 2631 defines how to measure human whole body vibration (WBV) experienced by the driver and the passengers during the ride. IRI is defined by means of a quarter car model, and the same model is here used to get a relation between IRI-values and vertical human vibrations as defined in ISO 2631. Criterions for discomfort, activities/safety and (occupational) health are the reasons for vibration limits in the ISO 2631 standard. The relation between IRI and human WBV helps us therefore to create management policies for road roughness limits, to be used in our pavement management systems.
Measuring pavement deflection variance at highway speedsJohan Granlund
A new method for testing pavement condition combines laser/inertial profilometry of unloaded pavement with vibration measurements in a full loaded heavy truck at highway speed. Three types of results are obtained.
1: Truck wheel, frame and cab vibration, as well as driver seat vibration to be compared with exposure guidelines in ISO 2631-1 and limits in directive 2002/44/EC.
2: Three-dimensional road surface geometry data for simulation of ride and calculation of roughness indices.
3: Locations of potential pavement "soft spots". The latter is possible since large pavement deflection variance under the heavy truck cause a quite different vehicle vibration pattern than the pattern excited from the measured unloaded road surface profile.
A tentative accuracy experiment has been done at 4 sites. Recorded seat vibration levels were very high, thus exceeding the EU Action Value in all test runs. The soft spot indications show reasonable repeatability, as well as reproducibility between different driving speeds and between spring time and autumn. Trueness is the most difficult accuracy feature to estimate, since no ideal reference method is at hand neither for variance of local deflection under truck wheel, nor for global deflection under the entire truck. By comparison with FWD, coring and ground penetrating radar results, trueness seems promising. During the tests, a virtual tyre footprint sensor was used for road profiling. Evaluation showed it to bring a large improvement to profiling accuracy. The new high speed measurement method brings excellent opportunities for further research on the entire chain pavement-truck-ride quality interaction.
Paper published at BCRA´05 in Trondheim, Norway.
To Be The First You Need To Work as on of Them
That is Your First Step To Be First place Running Race organizer , in Your Country *
Also For Some Fun / See / Great egyptian Run 2016 *
New Official Race Video on Youtube Web Site , With ETH
Tips on Freelancing for Journalists from Elizabeth MaysElizabeth Mays
Liz Mays--writer, editor, marketer and entrepreneur--talks about freelancing to aspiring journalists--the pros, the cons and how to make it as a freelance communicator.
Whole-Body Vibrations When Riding on Rough RoadsJohan Granlund
The overall aim of this study was to ascertain the seriousness of the problem of whole-body vibration when driving on roads; ”Is the road roughness such that it entails a health hazard and/or a road safety hazard through its impact on drivers?”. Other objectives were to estimate the scope of the problem during non-frozen ground conditions, to examine the problems and potential related to measurement techniques and to point out the necessity of further research in this field.
The measurement data was collected when driving on 37 kilometres of National Highway No. 90 (Hw 90) and 21 kilometres of County Road 950 (Lv 950) in Västernorrland County. The road condition on the test stretches covered the entire range from very smooth (IRI20 = 0.43 mm/m) to very rough (IRI20 = 22.78 mm/m). Whole-body vibration was measured in compliance with the ISO 2631-1 (1997) standard “Evaluation of human exposure to whole-body vibration”. This was done on stretchers with patients in different types of ambulance and at different speeds, and on the floor and driver and passenger seats for seated occupants in some different truck configurations.
There are three main sources of vibration: road roughness, vehicle properties and driver behaviour (including choice of speed). The interpretation of the results supports the opinion that within reasonable variations in these factors, road roughness plays a considerably greater part than the other two. High-energy, multi-directional vibrations at many natural body part frequencies were found at the seats in trucks. This is serious due to the risk of resonance, meaning a greater reproduction of vibration in the parts of the body afflicted than at the surface from which the vibrations are transferred. Further, the study substantiates findings from earlier studies; i.e., that the high frequency of occupational diseases among commercial drivers, especially in the locomotor systems, is related to rough roads. This relationship is probably strongest in geographic areas where the road roughness level is high on a large percentage of the roads. Where the roughness was greatest, peak values were registered on ambulance stretchers that considerably exceed the level that completely healthy people are assumed to experience as ”extremely uncomfortable” by international standards.
During a 15-minute ride on a stretch of National Highway 90, the vibration level in one type of ambulance was high enough to pose a potential health hazard had a healthy person been exposed to it for as little as 10 minutes a day. It was shown that the vibration on the ambulance stretchers was as great as at the drivers’ seat in wheel loaders loading blasted rock, bulldozers clearing way in forests for new road construction, etc. Vibration problems are even greater in the spring due to seasonal frost damage related additional roughness.
International Roughness Index, IRI, and ISO 2631 Vibration EvaluationJohan Granlund
Every road authority targets good ride quality in their pavement management. Ride quality depends strongly on the experienced vibrations, induced by road roughness. International Roughness Index, IRI, is the most common way to describe road roughness, while ISO 2631 defines how to measure human whole body vibration (WBV) experienced by the driver and the passengers during the ride. IRI is defined by means of a quarter car model, and the same model is here used to get a relation between IRI-values and vertical human vibrations as defined in ISO 2631. Criterions for discomfort, activities/safety and (occupational) health are the reasons for vibration limits in the ISO 2631 standard. The relation between IRI and human WBV helps us therefore to create management policies for road roughness limits, to be used in our pavement management systems.
Measuring pavement deflection variance at highway speedsJohan Granlund
A new method for testing pavement condition combines laser/inertial profilometry of unloaded pavement with vibration measurements in a full loaded heavy truck at highway speed. Three types of results are obtained.
1: Truck wheel, frame and cab vibration, as well as driver seat vibration to be compared with exposure guidelines in ISO 2631-1 and limits in directive 2002/44/EC.
2: Three-dimensional road surface geometry data for simulation of ride and calculation of roughness indices.
3: Locations of potential pavement "soft spots". The latter is possible since large pavement deflection variance under the heavy truck cause a quite different vehicle vibration pattern than the pattern excited from the measured unloaded road surface profile.
A tentative accuracy experiment has been done at 4 sites. Recorded seat vibration levels were very high, thus exceeding the EU Action Value in all test runs. The soft spot indications show reasonable repeatability, as well as reproducibility between different driving speeds and between spring time and autumn. Trueness is the most difficult accuracy feature to estimate, since no ideal reference method is at hand neither for variance of local deflection under truck wheel, nor for global deflection under the entire truck. By comparison with FWD, coring and ground penetrating radar results, trueness seems promising. During the tests, a virtual tyre footprint sensor was used for road profiling. Evaluation showed it to bring a large improvement to profiling accuracy. The new high speed measurement method brings excellent opportunities for further research on the entire chain pavement-truck-ride quality interaction.
Paper published at BCRA´05 in Trondheim, Norway.
To Be The First You Need To Work as on of Them
That is Your First Step To Be First place Running Race organizer , in Your Country *
Also For Some Fun / See / Great egyptian Run 2016 *
New Official Race Video on Youtube Web Site , With ETH
Tips on Freelancing for Journalists from Elizabeth MaysElizabeth Mays
Liz Mays--writer, editor, marketer and entrepreneur--talks about freelancing to aspiring journalists--the pros, the cons and how to make it as a freelance communicator.
Age-related Driving Performance: Effect of fog under dual-task conditionsjkcrash12
The present study investigated the driving performance of older and younger drivers using a dual-task paradigm. Drivers were required to do a car-following task while detecting a signal light change in a light array above the roadway in the driving simulator under different fog conditions. Decreased accuracies and longer response times were recorded for older drivers, compared to younger drivers, especially under dense fog conditions. In addition, older drivers had decreased car following performance when simultaneously performing the light-detection task. These results suggets that under poor weather conditions (e.g. fog), with reduced visibility, older drivers may have an increased accident risk because of a decreased ability to perform multiple tasks.
Age-related Driving Performance: Effect of fog under dual-task conditionsjkcrash12
The present study investigated the driving performance of older and
younger drivers using a dual-task paradigm. Drivers were requred to do a
car-following task while detecting a signal light change in a light array above the
roadway in the driving simulator under different fog conditions. Decreased
accuracies and longer response times were recorded for older drivers, compared to
younger drivers, expecially under dense fog conditions. In addition, older drivers had
decreased car following performance when simultaneously performing the
light-detection task. These results suggets that under poor weather conditions (e.g.
fog), with reduced visibility, older drivers may have an increased accident risk
because of a decreased ability to perform multiple tasks.
A Cooperative Localization Method based on V2I Communication and Distance Inf...IJCNCJournal
Relative positions are recent solutions to overcome the limited accuracy of GPS in urban environment. Vehicle positions obtained using V2I communication are more accurate because the known roadside unit (RSU) locations help predict errors in measurements over time. The accuracy of vehicle positions depends more on the number of RSUs; however, the high installation cost limits the use of this approach. It also depends on nonlinear localization nature. They were neglected in several research papers. In these studies, the accumulated errors increased with time due to the linearity localization problem. In the present study, a cooperative localization method based on V2I communication and distance information in vehicular networks is proposed for improving the estimates of vehicles’ initial positions. This method assumes that the virtual RSUs based on mobility measurements help reduce installation costs and facilitate in handling fault environments. The extended Kalman filter algorithm is a well-known estimator in nonlinear problem, but it requires well initial vehicle position vector and adaptive noise in measurements. Using the proposed method, vehicles’ initial positions can be estimated accurately. The experimental results confirm that the proposed method has superior accuracy than existing methods, giving a root mean square error of approximately 1 m. In addition, it is shown that virtual RSUs can assist in estimating initial positions in fault environments.
A COOPERATIVE LOCALIZATION METHOD BASED ON V2I COMMUNICATION AND DISTANCE INF...IJCNCJournal
Relative positions are recent solutions to overcome the limited accuracy of GPS in urban environment.
Vehicle positions obtained using V2I communication are more accurate because the known roadside unit
(RSU) locations help predict errors in measurements over time. The accuracy of vehicle positions depends
more on the number of RSUs; however, the high installation cost limits the use of this approach. It also
depends on nonlinear localization nature. They were neglected in several research papers. In these studies,
the accumulated errors increased with time due to the linearity localization problem. In the present study,
a cooperative localization method based on V2I communication and distance information in vehicular
networks is proposed for improving the estimates of vehicles’ initial positions. This method assumes that
the virtual RSUs based on mobility measurements help reduce installation costs and facilitate in handling
fault environments. The extended Kalman filter algorithm is a well-known estimator in nonlinear problem,
but it requires well initial vehicle position vector and adaptive noise in measurements. Using the proposed
method, vehicles’ initial positions can be estimated accurately. The experimental results confirm that the
proposed method has superior accuracy than existing methods, giving a root mean square error of
approximately 1 m. In addition, it is shown that virtual RSUs can assist in estimating initial positions in
fault environments.
IDENTIFICATION OF RANGE OF THRESHOLDS FOR FUZZY INPUTS IN TRAFFIC FLOW CIV8331Umar Ali
Identifying range of thresholds for fuzzy inputs in traffic flow. Fuzzy logic is used in identifying fuzzy sets that are used traffic behaviours. Fuzzy logic can be applied in the development of automated traffic control systems, adaptive cruise control and self driving vehicles.
Development of Nighttime Visibility Assessment System for road using a Low Li...inventionjournals
Although the numbers of traffic accidents and fatalities in Korea have been decreased constantly, traffic accidents during night time have not been decreased. Thus, it is necessary to conduct comprehensive studies that can investigate, analyze, and assess the visibility environment of drivers in order to ensure safety in roads during nighttime. The purpose of this study is to develop the technology of acquiring and analyzing the nighttime driving environment in roads from driver's viewpoints. For this purpose, this study suggests a nighttime visibility assessment system that can quantify suitability. To do this, this study defined driver's visibility and selected effectiveness scale thereby developing an assessment model that reflected driver's level of recognition. The suggested system is developed consisting of two parts: the investigation device using a low light cameraequipped with investigation program and the web-based assessment program utilizing the document database. In the future, verification on the system will be conducted under various drivers’ visual environments and pilot field application will be planned to improve accuracy of assessment on nighttime road visibility based on the system.
A Comparison Study in Response to the Proposed Replacement of CALINE3 with AE...BREEZE Software
This paper compares AERMOD with CALINE3-based models and RLINE 9 (a research model specifically for roadway sources developed by U. S. EPA’s Office of Research and Development) using a field study conducted in downtown Los Angeles in 2008. The evaluation supports the proposed replacement when AERMOD is executed with onsite meteorological data.
Analysis of Headway in Traffic Streams on the Minor Leg of an IntersectionIOSR Journals
An increase in the number of road users and pedestrians lead to increasing demand on the facilities
and eventual inconvenience and delays. This study evaluated the response time of drivers on the minor leg of the
Challenge Intersection in Ilorin because of the significance of the minor traffic stream on the capacity analysis
or design of traffic merging at the major leg.The method employed was basically manual whereby stopwatches
were used to measure the response time of drivers. The response time of each driver in a traffic stream was
taken in relation to theirrespective positions in the queue from which the headways were calculated.The
headway for a car to stop is more than the headway to move as indicated in tables 1.0 and 1.1. The mean and
the standard deviation for the headway to stop and move were also determined.
Yubin Xi, Matthew Crisler A Review of Lane Change Definiti.docxransayo
Yubin Xi, Matthew Crisler
A Review of Lane Change Definitions and 1
Identification Methods 2
3
4
5
6
Yubin Xi 7
Graduate Student, Department of Automotive Engineering, Clemson University International Center for 8
Automotive Research, Greenville, SC 29607 USA 9
E-mail: [email protected] 10
Phone: (864) 325-2881 11
12
Matthew Crisler, PhD (Corresponding Author) 13
Research Specialist, Department of Automotive Engineering, Clemson University International Center for 14
Automotive Research, Greenville, SC 29607 USA 15
E-mail: [email protected] 16
17
18
19
4 Research Dr. 20
Clemson University International Center for Automotive Research (CU-ICAR) 21
Greenville, SC 29607 22
23
Submitted: November 15, 2012 24
Word Count: 6257 25
Figures and Tables Count: 2*250=500 26
Total Words: 6757 27
28
29
30
31
32
33
34
35
Submitted for presentation at the Transportation Research Board 92th Annual Meeting and inclusion in 36
conference proceedings, Washington D.C., January 2013 37
Yubin Xi, Matthew Crisler 1
ABSTRACT 1
Lane changes are challenging maneuvers and represent an important component of traffic research. 2
Significant efforts have been spent on lane change related research, and various models have been 3
developed to study lane change behavior from different perspectives. In order to identify lane change 4
maneuvers from time series data, researchers have been using different lane change definitions and 5
identification methods, which makes the conclusions drawn from their research dependent on the author’s 6
choice of definition or method. This article reviews lane change definitions and a collection of 7
identification methods, provides a summary of the existing literature and offers information relevant to 8
the selection of a definition or identification method. 9
10
Yubin Xi, Matthew Crisler 2
INTRODUCTION 1
Traffic crash data has shown that the lane change is a challenging driving maneuver and thus has been an 2
important traffic research object (1,2). A large number of studies address lane change related issues from 3
various perspectives. Many of these studies involve efforts to identify and extract lane change segments 4
from time series data such as evaluation of empirical traffic data, development of driver assistance system 5
or reproduction of lane changes for traffic flow models. In order to allow for comparisons across multiple 6
studies, it is important that researchers have consistent methods to define and segment lane changes since 7
the lane change segments captured from the collected data can impact the research outcomes. Two major 8
factors might affect the ability to consistently interpret and compare the results of research involving lane 9
changes. First, authors might use different definitions of lane changes. At the level of individual research 10
projects, the definition is valid for a specific study as long as it enabl.
Age-related Driving Performance: Effect of fog under dual-task conditionsjkcrash12
The present study investigated the driving performance of older and younger drivers using a dual-task paradigm. Drivers were required to do a car-following task while detecting a signal light change in a light array above the roadway in the driving simulator under different fog conditions. Decreased accuracies and longer response times were recorded for older drivers, compared to younger drivers, especially under dense fog conditions. In addition, older drivers had decreased car following performance when simultaneously performing the light-detection task. These results suggets that under poor weather conditions (e.g. fog), with reduced visibility, older drivers may have an increased accident risk because of a decreased ability to perform multiple tasks.
Age-related Driving Performance: Effect of fog under dual-task conditionsjkcrash12
The present study investigated the driving performance of older and
younger drivers using a dual-task paradigm. Drivers were requred to do a
car-following task while detecting a signal light change in a light array above the
roadway in the driving simulator under different fog conditions. Decreased
accuracies and longer response times were recorded for older drivers, compared to
younger drivers, expecially under dense fog conditions. In addition, older drivers had
decreased car following performance when simultaneously performing the
light-detection task. These results suggets that under poor weather conditions (e.g.
fog), with reduced visibility, older drivers may have an increased accident risk
because of a decreased ability to perform multiple tasks.
A Cooperative Localization Method based on V2I Communication and Distance Inf...IJCNCJournal
Relative positions are recent solutions to overcome the limited accuracy of GPS in urban environment. Vehicle positions obtained using V2I communication are more accurate because the known roadside unit (RSU) locations help predict errors in measurements over time. The accuracy of vehicle positions depends more on the number of RSUs; however, the high installation cost limits the use of this approach. It also depends on nonlinear localization nature. They were neglected in several research papers. In these studies, the accumulated errors increased with time due to the linearity localization problem. In the present study, a cooperative localization method based on V2I communication and distance information in vehicular networks is proposed for improving the estimates of vehicles’ initial positions. This method assumes that the virtual RSUs based on mobility measurements help reduce installation costs and facilitate in handling fault environments. The extended Kalman filter algorithm is a well-known estimator in nonlinear problem, but it requires well initial vehicle position vector and adaptive noise in measurements. Using the proposed method, vehicles’ initial positions can be estimated accurately. The experimental results confirm that the proposed method has superior accuracy than existing methods, giving a root mean square error of approximately 1 m. In addition, it is shown that virtual RSUs can assist in estimating initial positions in fault environments.
A COOPERATIVE LOCALIZATION METHOD BASED ON V2I COMMUNICATION AND DISTANCE INF...IJCNCJournal
Relative positions are recent solutions to overcome the limited accuracy of GPS in urban environment.
Vehicle positions obtained using V2I communication are more accurate because the known roadside unit
(RSU) locations help predict errors in measurements over time. The accuracy of vehicle positions depends
more on the number of RSUs; however, the high installation cost limits the use of this approach. It also
depends on nonlinear localization nature. They were neglected in several research papers. In these studies,
the accumulated errors increased with time due to the linearity localization problem. In the present study,
a cooperative localization method based on V2I communication and distance information in vehicular
networks is proposed for improving the estimates of vehicles’ initial positions. This method assumes that
the virtual RSUs based on mobility measurements help reduce installation costs and facilitate in handling
fault environments. The extended Kalman filter algorithm is a well-known estimator in nonlinear problem,
but it requires well initial vehicle position vector and adaptive noise in measurements. Using the proposed
method, vehicles’ initial positions can be estimated accurately. The experimental results confirm that the
proposed method has superior accuracy than existing methods, giving a root mean square error of
approximately 1 m. In addition, it is shown that virtual RSUs can assist in estimating initial positions in
fault environments.
IDENTIFICATION OF RANGE OF THRESHOLDS FOR FUZZY INPUTS IN TRAFFIC FLOW CIV8331Umar Ali
Identifying range of thresholds for fuzzy inputs in traffic flow. Fuzzy logic is used in identifying fuzzy sets that are used traffic behaviours. Fuzzy logic can be applied in the development of automated traffic control systems, adaptive cruise control and self driving vehicles.
Development of Nighttime Visibility Assessment System for road using a Low Li...inventionjournals
Although the numbers of traffic accidents and fatalities in Korea have been decreased constantly, traffic accidents during night time have not been decreased. Thus, it is necessary to conduct comprehensive studies that can investigate, analyze, and assess the visibility environment of drivers in order to ensure safety in roads during nighttime. The purpose of this study is to develop the technology of acquiring and analyzing the nighttime driving environment in roads from driver's viewpoints. For this purpose, this study suggests a nighttime visibility assessment system that can quantify suitability. To do this, this study defined driver's visibility and selected effectiveness scale thereby developing an assessment model that reflected driver's level of recognition. The suggested system is developed consisting of two parts: the investigation device using a low light cameraequipped with investigation program and the web-based assessment program utilizing the document database. In the future, verification on the system will be conducted under various drivers’ visual environments and pilot field application will be planned to improve accuracy of assessment on nighttime road visibility based on the system.
A Comparison Study in Response to the Proposed Replacement of CALINE3 with AE...BREEZE Software
This paper compares AERMOD with CALINE3-based models and RLINE 9 (a research model specifically for roadway sources developed by U. S. EPA’s Office of Research and Development) using a field study conducted in downtown Los Angeles in 2008. The evaluation supports the proposed replacement when AERMOD is executed with onsite meteorological data.
Analysis of Headway in Traffic Streams on the Minor Leg of an IntersectionIOSR Journals
An increase in the number of road users and pedestrians lead to increasing demand on the facilities
and eventual inconvenience and delays. This study evaluated the response time of drivers on the minor leg of the
Challenge Intersection in Ilorin because of the significance of the minor traffic stream on the capacity analysis
or design of traffic merging at the major leg.The method employed was basically manual whereby stopwatches
were used to measure the response time of drivers. The response time of each driver in a traffic stream was
taken in relation to theirrespective positions in the queue from which the headways were calculated.The
headway for a car to stop is more than the headway to move as indicated in tables 1.0 and 1.1. The mean and
the standard deviation for the headway to stop and move were also determined.
Yubin Xi, Matthew Crisler A Review of Lane Change Definiti.docxransayo
Yubin Xi, Matthew Crisler
A Review of Lane Change Definitions and 1
Identification Methods 2
3
4
5
6
Yubin Xi 7
Graduate Student, Department of Automotive Engineering, Clemson University International Center for 8
Automotive Research, Greenville, SC 29607 USA 9
E-mail: [email protected] 10
Phone: (864) 325-2881 11
12
Matthew Crisler, PhD (Corresponding Author) 13
Research Specialist, Department of Automotive Engineering, Clemson University International Center for 14
Automotive Research, Greenville, SC 29607 USA 15
E-mail: [email protected] 16
17
18
19
4 Research Dr. 20
Clemson University International Center for Automotive Research (CU-ICAR) 21
Greenville, SC 29607 22
23
Submitted: November 15, 2012 24
Word Count: 6257 25
Figures and Tables Count: 2*250=500 26
Total Words: 6757 27
28
29
30
31
32
33
34
35
Submitted for presentation at the Transportation Research Board 92th Annual Meeting and inclusion in 36
conference proceedings, Washington D.C., January 2013 37
Yubin Xi, Matthew Crisler 1
ABSTRACT 1
Lane changes are challenging maneuvers and represent an important component of traffic research. 2
Significant efforts have been spent on lane change related research, and various models have been 3
developed to study lane change behavior from different perspectives. In order to identify lane change 4
maneuvers from time series data, researchers have been using different lane change definitions and 5
identification methods, which makes the conclusions drawn from their research dependent on the author’s 6
choice of definition or method. This article reviews lane change definitions and a collection of 7
identification methods, provides a summary of the existing literature and offers information relevant to 8
the selection of a definition or identification method. 9
10
Yubin Xi, Matthew Crisler 2
INTRODUCTION 1
Traffic crash data has shown that the lane change is a challenging driving maneuver and thus has been an 2
important traffic research object (1,2). A large number of studies address lane change related issues from 3
various perspectives. Many of these studies involve efforts to identify and extract lane change segments 4
from time series data such as evaluation of empirical traffic data, development of driver assistance system 5
or reproduction of lane changes for traffic flow models. In order to allow for comparisons across multiple 6
studies, it is important that researchers have consistent methods to define and segment lane changes since 7
the lane change segments captured from the collected data can impact the research outcomes. Two major 8
factors might affect the ability to consistently interpret and compare the results of research involving lane 9
changes. First, authors might use different definitions of lane changes. At the level of individual research 10
projects, the definition is valid for a specific study as long as it enabl.
The Effects of Reduced Visibility from Fog on Car Following Performance
1. Effects of Reduced Visibility from Fog
on Car-Following Performance
Julie J. Kang, Rui Ni, and George J. Andersen
A study examined the effects of reduced visibility of scene information changes in LV speed. Driving simulation experiments were con-
because of fog on car-following performance. Drivers were presented with ducted that examined car-following performance when LV speed
a straight roadway scene in a driving simulator and were asked to main- varied according to a sum of sines function and a ramp function. In
tain a predetermined driving distance in response to speed variations of a addition, car-following performance was examined under real world
lead vehicle. Lead vehicle speed varied according to a sum of three prime driving conditions. Results of their study indicated that the DVA
sine wave frequencies. Five simulated fog density conditions and three model was more predictive of driver performance for simulator and
average lead vehicle velocities were examined. Car-following perfor- real-world car-following performance compared with models based
mance was assessed using distance headway, variance of distance head- on actual speed and distance.
way, root-mean-square (RMS) velocity error, control gain, phase angle, A unique characteristic of the DVA model is that visual angle and
and squared coherence. Distance headway decreased only at the highest change in visual angle are the sole sources of information for car fol-
fog density condition examined. RMS velocity error increased with an lowing. Given the richness of visual information in a driving scene
increase in fog density. These results indicate that drivers had greater dif- for distance and speed perception (e.g., texture, perspective, relative
ficulty responding to changes in lead vehicle speed than to changes in size) one would expect that drivers use other sources of information.
headway. Results for squared coherence indicated that the effects of An important question is whether any studies have found evidence of
fog were greatest for the highest rate of change in lead vehicle speed (i.e., use of other sources of visual information in a driving scene. A study
highest frequency examined). The importance of visual factors for opti- by Andersen and Sauer specifically examined that question (4).
mal car-following performance is discussed. Drivers were asked to perform a car-following task in which LV speed
varied according to a sum of sines function. They examined condi-
tions in which a driving scene was present (texture roadway, perspec-
An important driving task is to maintain a safe following distance tive of roadway, relative size information from roadway striping)
behind a lead vehicle (LV). This task—referred to as car following— or absent (only the LV was visible). They found more accurate car-
is important for traffic safety. Failure to maintain a safe distance following performance when a driving scene was present, indicat-
during car following may result in increased risk of a collision. ing that drivers use visual information in the surrounding scene to
Results of police accident reports indicate that over 30% of crashes maintain distance and regulate speed during car following.
are the result of rear-end collisions (1). It is likely that many of those Several conditions during real world driving exist that can reduce
accidents are the result of drivers failing to maintain a safe following visibility of the driving scene. For example, nighttime or fog condi-
distance or to respond to changes in LV speed. tions can cause reduced visibility. In the present study, one particular
condition is examined—the presence of fog. The presence of fog in a
driving scene results in a reduction of contrast that varies exponen-
DRIVING BY VISUAL ANGLE tially as a function of distance. Consequently, reduced contrast due to
fog can decrease distance information, such as the visible horizon (5)
Previous research on car following has proposed that drivers use or texture gradients (e.g., roadway texture) in the scene (6).
distance and speed information (2). However, drivers do not have Several studies have found evidence suggesting that the pres-
direct access to this information. Instead, distance and speed infor- ence of fog can have an impact on driver performance. Some stud-
mation is based on the driver’s perception of distance and speed ies have found decreased headway during car following under
and thus dependent on visual information for distance and speed. simulated fog conditions (7–9). Other studies have found that
Recently, Andersen and Sauer have proposed and tested a model fog can reduce the perceived speed of the driver’s vehicle (10).
[driving by visual angle (DVA) model] for car following based on Finally, Yonas and Zimmerman found a reduced ability of subjects
visual information for distance and speed (3, 4). Specifically, their to detect an approaching or receding object under reduced contrast
model uses visual angle and change in visual angle as the primary conditions (11).
source of information for maintaining distance and for detecting However, there are several limitations to previously published
research concerning fog and driving performance. For example, the
Department of Psychology, University of California–Riverside, Olmstead Hall, 900 Broughton et al. study examined the effects of fog and the change in
University Avenue, Riverside, CA 92521. Corresponding author: G. Andersen, distance headway (relative to a LV) following a right-hand turn (7).
john.andersen@ucr.edu. A limitation of that research is that it does not assess continuous car-
following performance. In addition, drivers adopted different driving
Transportation Research Record: Journal of the Transportation Research Board,
No. 2069, Transportation Research Board of the National Academies, Washington,
strategies under simulated fog conditions. Indeed, under the highest
D.C., 2008, pp. 9–15. fog conditions, some drivers adopted headway distances that were so
DOI: 10.3141/2069-02 great the LV was not visible, whereas other drivers adopted a driving
9
2. 10 Transportation Research Record 2069
distance that was well within the range of visibility. The Snowden et control response is smaller than the input, thus indicating that the
al. study examined the effects of reduced contrast of the driving scene driver is not responding with a sufficiently large control response
(associated with increase fog) on speed perception (10). The visual at that frequency. Phase angle is a measure of the time lag between
displays, however, did not include variation in contrast as a function the input and the control response, expressed in degrees relative to a
of distance that is present under real world fog conditions. Studies 180 degree cycle of the sine wave. It provides information on the
that examined speed perception and fog (12) and included the cor- response lag to changes in LV speed at a particular frequency. Squared
rect simulation of fog (i.e., where contrast varied as a function of coherence is a measure of squared correlation between the input and
distance) failed to replicate the results of Snowden and colleagues response at a particular frequency and provides a measure of the
(10). Finally, the Yonas and Zimmerman study also failed to vary variance accounted in tracking performance. Squared coherence is
contrast as a function of distance when simulating fog (11). defined as the ratio of the squared cross-amplitude values (of signal
The goal of the present study was to examine the effects of fog on and response frequencies) to the product of the spectrum density
car-following performance when fog was correctly simulated and estimates (of signal and response frequencies).
when the car-following task involved continuous control. To exam-
ine this issue, drivers were presented with a driving scene consist-
ing of a straight roadway in an urban setting (see Figure 1). An LV EXPERIMENT
was located directly in front of the driver, and speed of the LV var-
ied according to a sum of three sine wave frequencies. Average Drivers
speed of the LV was 40, 60, or 80 km/h. Drivers were presented with
an initial following distance at a constant speed for 5 s, followed by Twelve college students (mean age and standard deviation of the
variations in LV speed according to the sum of sines function. The group were 23.1 and 3.4) were recruited for the study and were paid
sum of sines function was based on three nonharmonic frequencies for their participation. Before the experiment, all drivers submitted
and resulted in a variation in LV speed that was not repetitive. Five to visual, attentional, and cognitive tests including useful field of
levels of simulated fog were examined. view, Snellen’s static acuity, contrast sensitivity, Wechsler Adult
Car-following performance was assessed using a variety of mea- Intelligence Scale and Kaufman Brief Intelligence Test, and color
sures that examine both overall performance for a single trial and blindness. All participants reported normal or corrected-to-normal
specific aspects of performance in response to the sum of sines func- vision and were currently licensed drivers. Mean contrast sensitivity
tion. Those analyses are referred to as global and local measures of the group, assessed using Pelli-Robson Contrast sensitivity chart,
of performance. Global measures of performance were derived by was 1.68 (standard deviation of 0.09).
calculating, on each trial, the average distance headway (between
driver and LV), variance of distance headway (a measure of overall
error in maintaining the predetermined following distance), and root- Design
mean-square (RMS) error in matching LV speed.
Local measures of performance were derived, on each trial, using Three independent variables were examined: simulated fog (simu-
a fast Fourier transform (FFT) and examining gain, phase angle, lated fog density levels of 0.0, 0.05, 0.10, 0.15, 0.20), average LV
and squared coherence. Gain is a measure of the amplitude of the velocity (40, 60, 80 km/h), and frequency of velocity change
response relative to the input signal at a particular frequency, and (0.033, 0.083, 0.117 Hz). All variables were run as within-subjects
it is informative about the response sensitivity of the driver. Gain variables.
values greater than 1 indicate that the control response is larger than
the input, thus indicating that the driver is responding with greater
control than is necessary. Gain values less than 1 indicate that the Apparatus
Displays were presented on a Dell 670 workstation. A Thrustmaster
Formula T2 steering system, including acceleration and brake pedals,
was used for closed-loop control of the simulator. The foot pedal and
a BG Systems serial box (analog to digital converter system) were
used to produce closed-loop control that was updated at 36 Hz. Pre-
sentations were on a 25.8 by 34.7 degree display. The display update
was 36 Hz.
Driving Simulation Scenario
The roadway consisted of three traffic lanes (representing a three-
lane, one-way road) with the driver and LV located in the center
lane. The LV was a red-colored sedan (6.3 degree visual angle at
a headway distance of 18 m). The Michaelson contrast of the tail-
lights and vehicle body, under the 0.0 fog density condition, was
0.48. Average luminance of the driving scene was 24.7 cd/m2. A
black-and-white gravel texture pattern was used to simulate asphalt.
FIGURE 1 Sample image of driving simulation scene. The fog Dashed lines (2 m in length positioned every 2 m along the roadway)
density level depicted is the intermediate (0.10) value. were used to simulate lane markers. The city buildings and LV were
3. Kang, Ni, and Andersen 11
produced by digitally photographing real buildings and a vehicle The procedure was that drivers were seated in the simulator and
and using the digital images as texture maps for the roadway scenes. told to maintain their initial separation from the LV despite changes
The images were digitally altered to increase the realism of the sim- in LV velocity. Each trial consisted of two phases. During the first
ulator scene (e.g., remove specular highlights, add shading) and were phase (lasting 5 s), the driver’s vehicle was positioned 18 m behind the
scaled to be appropriate with the geometry of the simulation. Lane LV with a velocity that matched the LV speed (40, 60, or 80 km/h).
width was 3.8 m. Control input (acceleration–deceleration) was not allowed during this
Drivers were presented with a car-following scenario in which phase, and drivers were instructed that the headway distance during
the LV varied its velocity according to a sum of 3 equal-energy sinu- this phase was the desired headway distance.
soids (i.e., peak accelerations and decelerations of each sine wave in Following the first phase, a tone sounded indicating the start of
the signal were equivalent). The corresponding amplitudes for these the second phase of the trial. During this phase, control input was
sinusoids were 9.722, 3.889, and 2.778 km/h. The range of speeds allowed, and LV speed varied according to the sum of sine wave
produced by the sum of sines function was ± 12.3 km/h about the frequencies. Drivers were instructed that the LV speed would
mean speed. At the beginning of each trial run, drivers were given 5 s change and to maintain the following distance indicated during
of driving at a constant speed 18 m behind the constant speed LV to the first phase by using the acceleration and brake pedals. Drivers
establish a perception of the desired distance to be maintained. were given 15 min of practice in the simulator with changes in LV
The three sinusoids were out of phase with one another. The initial speed (determined by a single sine wave of 0.033 Hz) to become
phase of the high and middle frequency was selected randomly, with familiar with control dynamics of the simulator. Then drivers were
the phase value of the low frequency selected to produce a sum of given two trials of each combination of velocity and fog density,
zero. This manipulation ensured that the velocity profile of the LV, for a total of 30 trials. Trial duration was 1 min. Drivers were given
following the 5 s of constant speed, would vary from trial to trial with a brief break following 15 trials. Duration of the experimental session
a smooth speed transition following the period of constant speed. was 1 h.
Feedback for the car-following task was used by activating a horn
sound if the headway (distance between driver and LV) exceeded
Simulated Fog 21 m. The purpose of the horn was to ensure that the driver closely
attended the car-following task, and it was intended to simulate an
To simulate realistic effects of fog, the computer simulation used the impatient driver behind the driver’s vehicle. The horn sound was used
formula L(s, θ) = LoFex(s) + Lin(S, θ) to produce variations in fog as feedback for both practice and experimental trials. The average
(13). The formula reduces overall contrast of the driving scene and frequency of horn activation per trial was 1.8.
produces a contrast gradient that varies exponentially as a function
of distance. This formula is important, for previous research con-
cerning simulated fog and driving varied contrast but not changes in RESULTS
the contrast gradient as a function of distance (10, 11). Lo represents
the light reflected from the object. Fex(s) is the amount of light that Two types of performance were assessed. Global driving perfor-
reaches the driver divided by the amount of light decay that occurs mance was determined by deriving measures of mean following dis-
with distance. Fex(s) can be replaced with e−bms to represent the decay tance, variance of following distance, and RMS speed error (driver
factor for fog using a Mei-scattering criterion. Lin(S, θ) represents the velocity relative to LV velocity). Local performance measures were
scattering of light from fog. The specific fog values in the simulation, determined by analyzing the velocity of the driver’s vehicle using FFT
using this equation, were 0.0, 0.05, 0.10, 0.15, and 0.20. These values and deriving control gain (output–input) phase angle, and squared
were selected to represent a range of conditions from high visibility coherence values for each frequency. Previous studies have used mea-
(0.0 fog condition) to low visibility (0.20 fog condition). The low- sures of control gain, phase angle. and squared coherence to assess
visibility condition was selected based on informal observations car-following performance (2, 3, 14).
indicating that under this condition, the LV was barely visible at the
desired following distance of 18 m.
To provide metrics that can be used to replicate the same simu- Distance Measure
lated fog conditions, the variation in contrast was calculated (using
a LiteMate photometer) as a function of fog density. Contrast was Mean Distance Headway
determined by measuring luminance differences between the rear The mean distance headway (distance between driver and LV in
tire of the LV (darkest region of the view of the LV) and bumper of meters) was calculated for each driver in each condition and analyzed
the LV (lightest region of the view of the LV). Measurements were in a 5 (fog density) by 3 (velocity) analysis of variance (ANOVA).
taken with the LV at a simulated distance of 18 m (desired follow- The main effect of fog on mean distance headway was significant,
ing distance). Contrast values were derived using the Michaelson F(4, 44) = 21.8, p < .05 (see Figure 2). Post hoc tests [Tukey HSD
contrast formula: (honestly significant difference) tests] indicated significant dif-
ferences (p > .05) in mean distance headway between the 0.20 fog
contrast =
( luminance max − luminance min ) density condition and all other fog density conditions.
( luminance max + luminance min ) There was a significant main effect of velocity on mean distance
headway, F(2, 22) = 20.26, p < .05. Mean distance headway for the
Contrast values for the 0.0, 0.05, 0.10, 0.15, and 0.20 simulated 40, 60, and 80 km/h speeds were 17.6, 19.1, and 19.9, respectively.
fog density levels were 0.55, 0.20, 0.10, 0.05, and 0.002. The LV Post hoc tests indicated significant differences between the 40 and
was visible to all drivers under the simulated fog conditions at the 60 km/h conditions and between the 40 and 80 km/h speed condi-
predetermined driving distance. tions. An important issue is whether the effect of velocity on
4. 12 Transportation Research Record 2069
21.0
20.5
Mean Distance Headway (meters)
20.0
19.5
19.0
18.5
18.0
17.5
17.0
16.5
16.0
0.0 0.05 0.10 0.15 0.20
Fog Density
FIGURE 2 Effect of fog density on mean distance headway.
distance headway was the result of drivers maintaining a constant were not significant, p < .05. In addition, the interaction of fog and
following interval (following distance divided by velocity). The aver- velocity was not significant, F(8, 48) = 0.79, p < .05.
age following interval for the 40, 60, and 80 km/h velocity conditions
were 1.58, 1.14, and 0.89 s, respectively. These values indicate that
the following interval varied across velocity conditions, suggesting Speed Measure
that drivers did not maintain a fixed following interval across different
velocity conditions. The interaction between velocity and fog density RMS Velocity Error
was not significant, F(8, 88) = 0.43, p > .05.
The RMS velocity error was derived for each driver in each fog and
velocity condition and analyzed in a 5 (fog density) by 3 (velocity)
Distance Headway Variance ANOVA. There was a significant main effect of fog on RMS error,
F(4, 44) = 9.99, p < .05 (see Figure 3). Generally, velocity control
The variance of distance headway (distance between driver and LV) error increased with an increase in fog density. Post hoc comparisons
was calculated for each driver in each condition and analyzed in indicated significant differences (p < .05) between the fog density
a 5 (fog density) by 3 (velocity) analysis of variance (ANOVA). The conditions of 0.15 and 0.05, 0.15 and 0.0, 0.20 and 0.10, 0.20 and
main effects of fog [ F(4, 44) = 0.51] and velocity [ F(2, 22) = 2.43] 0.05, and 0.20 and 0.0.
8
7
6
RMS Velocity Error (km/h)
5
4
3
2
1
0
0.0 0.05 0.10 0.15 0.20
Fog Density
FIGURE 3 Effect of fog density on mean RMS velocity error.
5. Kang, Ni, and Andersen 13
There was a significant main effect of velocity on RMS veloc- particular frequency) values derived for each frequency. The aver-
ity error, F(2, 22) = 5.33, p < .05. The average RMS velocity error age gain, phase angle, and squared coherence scores were derived
for the 40, 60, and 80 km/h velocity conditions were 5.826, 5.820, for each driver and analyzed in a 3 (velocity) by 3 (frequency) by
and 6.41, respectively. Post hoc tests (Tukey HSD tests) indicated 5 (fog density) ANOVA.
significant differences ( p < .05) between the 80 and the 40 km/h,
and between the 80 and the 60 km/h velocity conditions. The inter-
action between velocity and fog was not significant, F(8, 88) = .47, Control Gain
p > .05.
Effects of fog and frequency are shown in Figure 4. The main effect
of velocity was significant, F(2, 22) = 3.9, p < .05. The average
Fast Fourier Transform Analyses control gain for the 40, 60, and 80 km/h velocity conditions were
1.13, 1.08, and 1.10, respectively. The main effect of frequency
The velocity of the driver’s vehicle was recorded and analyzed was significant, F(2, 22) = 42.2, p < .05. The average control gain
using FFT with control gain (output–input) phase angle, and squared for the 0.033, 0.083, and 0.117 Hz frequencies were 1.00, 1.08,
coherence (squared correlation between input and response at a and 1.22, respectively. The main effect of fog was not significant,
1.5
0.00 Fog Density
1.4 0.05 Fog Density
0.10 Fog Density
0.15 Fog Density
1.3 0.20 Fog Density
Control Gain
1.2
1.1
1.0
0.9
0.033 0.083 0.117
Frequency (Hz)
(a)
0
-3
-6
-9
Phase Angle (deg)
-12
-15
-18 0.00 Fog Density
0.05 Fog Density
-21 0.10 Fog Density
0.15 Fog Density
-24 0.20 Fog Density
-27
-30
0.033 0.083 0.117
Frequency (Hz)
(b)
FIGURE 4 Functions of frequency and fog density: (a) control gain
and (b) phase angle.
6. 14 Transportation Research Record 2069
F(4, 44) = 1.07, p > .05. In addition, no significant interactions were DISCUSSION OF RESULTS
obtained with fog as a variable, p > .05. These results suggest that
variations in fog density did not affect overall sensitivity to respond Results of the present study suggest several important conclusions
to variations in LV speed. in regard to effects of fog on car-following performance. Results for
distance headway indicated a significant effect of fog density, with
the greatest effect occurring under the highest fog condition exam-
Control Phase Angle ined. This finding is inconsistent with results of the Broughton et al.
study (7 ). In their study, they found increased distance headway
Overall effects of fog and frequency are shown in Figure 4. The at lower fog density levels comparable to the second highest level
main effect of velocity was significant, F(2, 22) = 10.4, p < .05. The of fog density examined in the present study (a contrast ratio of
average phase angle for the 40, 60, and 80 km/h velocity conditions 0.04 at 18.5 m in the Broughton et al. study compared to the 0.02
were −12.6, −6.6, and −6.6 degrees, respectively. The main effect contrast ratio in the present study). Two factors may account for
of frequency was significant, F(2, 22) = 24.5, p < .05. The average the different results obtained in the present study and those of the
control gain for the 0.033, 0.083, and 0.117 Hz frequencies were Broughton et al. study.
−1.14, −9.7, and −14.9 degrees, respectively. The main effect of Differences in instructions used in the two studies may be one
fog was not significant, F(4, 44) = 1.07, p > .05. In addition, no such factor. In the Broughton et al. study, drivers were not given any
significant interactions were obtained with fog as a variable, p > .05. instructions about car following (7). Instead, they were instructed to
These results suggest that variations in fog density did not affect the follow the rules of the road during driving. In contrast, drivers in the
time to respond to speed variations of the LV. present study were instructed to maintain a following distance
behind the LV. This difference may account for the different driving
strategies adopted by drivers in the Broughton et al. study.
Squared Coherence A second factor concerns speed of the LV. In the present study,
LV speed varied on each trial, requiring drivers to continuously con-
The main effect of fog, F(4, 44) = 4.46, p < .05, and the interaction trol speed. However, LV vehicle speed was constant during the trial
of fog and frequency, F(8, 88) = 2.3 (see Figure 5), were significant, in the Broughton et al. study.
p < .05. The mean squared coherence for the 0.0, 0.05, 0.10, 0.15, Results for driver speed indicated greater RMS error in respond-
and 0.20 fog density levels were 0.954, 0.953, 0.957, 0.944, and ing to changes in LV speed with increased fog density. The increase
0.921, respectively. Post hoc comparisons (Tukey HSD tests) indi- in RMS error occurred from moderate to high fog density conditions
cated significant differences between the 0.20 fog density condi- examined. The researchers believe the increased error in responding
tion and the 0.0, 0.05, and 0.10 fog density conditions. According to to lead vehicle speed was due to a decreased ability of drivers to
these results, squared coherence decreased for the highest fog den- see surrounding texture in the driving scene, which is used to per-
sity condition examined, particularly at the highest frequency exam- ceive their own vehicle speed. Inability to accurately determine vehi-
ined. This finding suggests that when the fog density level results in cle speed likely resulted in overcorrections to changes in LV speed,
minimum visibility of LV, the driver has considerable difficulty in resulting in greater error. Indeed, the highest control gain occurred
responding to faster variations in LV speed. The main effect of fre- when drivers were presented with the highest simulated fog condi-
quency, F(2, 22) = 28.9, and velocity, F(2, 22) = 6.1, were signifi- tion. Since the gain value was greater than 1, results indicate that
cant. However, there was no significant interaction between fog drivers had the greatest degree of over controlling for this condi-
density and velocity, F(8, 80) = 0.80, p > .05. tion. Additional evidence of this effect was obtained for the squared
1.00
0.95
Squared Coherence
0.90
0.85 0.00 Fog Density
0.05 Fog Density
0.10 Fog Density
0.80 0.15 Fog Density
0.20 Fog Density
0.75
0.70
0.033 0.083 0.117
Frequency (Hz)
FIGURE 5 Squared coherence as function of frequency and fog density.
7. Kang, Ni, and Andersen 15
coherence measure. The significant fog by frequency interaction for fog on headway distance in car following is significant only when
squared coherence indicated a decrease in variance accounted for at fog density levels result in minimum visibility of the LV. In contrast,
the highest frequency. This finding indicates an increased error in the effect of fog on velocity RMS error occurs under moderate lev-
responding to LV speed at the highest frequency, resulting in the els of fog density. These results suggest two human factor applica-
decreased squared coherence value. These results suggest that one tions. The first application concerns car-following models. Most
factor that might increase the risk of a rear-end collision under fog car-following models include components for distance headway
conditions is the reduced ability of drivers to regulate vehicle speed and velocity. The DVA model also includes both components (3).
due to reduced visibility of the surrounding driving scene. Modifications to the DVA model should focus on changes to the
The present study examined the effects of fog on car following velocity component of the model. For example, adding a noise com-
when driving on a straight roadway. An important question is whether ponent for estimating velocity change, particularly velocity changes
similar results would be obtained for curved roadways. The presence that occur at higher frequencies, may result in increased predictive
of a curved roadway introduces two important factors for driving per- power of car-following performance under fog conditions. A second
formance that would likely lead to different performance, when application concerns in-vehicle warning or adaptive control systems
compared with performance on straight roadways. For example, dur- for reduced visibility conditions. Results of the present study indicate
ing driving in fog with a straight roadway, the driver can assume no that drivers have greater difficulty, under fog conditions, with adjust-
change in the path of the roadway. However, when driving a curved ing speed in response to a change in LV speed rather than main-
roadway, the driver must detect and respond to a change in path that taining distance headway. This finding suggests that warning or
may not be visible under high fog density conditions. Indeed, the adaptive control systems might be developed that primarily respond
availability of preview information (i.e., visibility of the curved to variations in LV speed.
roadway that the driver must steer) would vary as a function of fog
density. Increased fog density results in decreased visibility of the
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