Empirical Studies on Traffic Flow in Inclement Weather
Acknowledgments
We would like to thank Roemer Alfelor, the FHWA Project Manager for his continued support and guidance during this project. We also would like to thank James Colyar, Paul Pisano, Pat Kennedy, and Grant Zammit of FHWA, as well as Lynette Goodwin and Andrew Stern of Mitretek for their comments, suggestions, and guidance during this project.
This report is based on work supported by the Federal Highway Administration under contract number DTFH 61-01-C00181. Any opinions, findings and conclusions or recommendations expressed in this publication are those of the authors and do not necessarily reflect the views of the Federal Highway Administration.
Notice
This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. This report does not constitute a standard, specification, or regulation.
The U.S. Government does not endorse products of manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document.
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16. Abstract Weather causes a variety of impacts on the transportation system. While severe winter storms, hurricanes, or floodings can result in major stoppages or evacuations of transportation systems and cost millions of dollars, day-to-day weather events such as rain, fog, snow, and freezing rain can have a serious impact on the mobility and safety of the transportation system users. These weather events can result in increased fuel consumption, delay, number of accidents, and significantly impact the performance of the transportation system. The overall goal of the research work undertaken in this study was to develop a better understanding of the impacts of weather on traffic flow. The research was intended to accomplish the following specific objectives: 1) Study the impact of precipitation on macroscopic traffic flow parameters over a full range of traffic states; 2) Study the impact of precipitation on macroscopic traffic flow parameters using consistent, continuous weather variables; 3) Study the impact of precipitation on macroscopic traffic flow parameters on a wide range of facilities; 4) Study regional differences in reaction to precipitation; and 5) Study macroscopic impacts of reduced visibility. The work documented in this report was conducted in two parts: 1) literature review and development of a data collection and analysis plan, and 2) analysis and interpretation of the results. The recommended plan combined the use of macroscopic traffic data archives with archived weather data in order to meet the research goals that include achieving better understanding of the impacts of weather on macroscopic traffic flow. The results of the research conducted for this study were helpful in identifying weather impacts of traffic flow in the three cities studied, Minneapolis-St. Paul, Baltimore and Seattle. No impacts were found on traffic stream jam density, but both rain and snow did impact traffic free-flow speed, speed-at-capacity and capacity and parameters varied with precipitation intensity. The results of these analyses are documented in the report. |
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Form DOT F 1700.7 (8-72) Reproduction of completed pages authorized
Metric Conversion Factors
(International System of Units)
APPROXIMATE CONVERSIONS TO SI UNITS | ||||
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SYMBOL | WHEN YOU KNOW | MULTIPLY BY | TO FIND | SYMBOL |
LENGTH |
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in |
inches | 25.4 | millimeters | mm |
ft |
feet | 0.305 | meters | m |
yd |
yards | 0.914 | meters | m |
mi |
miles | 1.61 | kilometers | km |
AREA |
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in2 |
square inches | 645.2 | square millimeters | mm2 |
ft2 |
square feet | 0.093 | square meters | m2 |
yd2 |
square yard | 0.836 | square meters | m2 |
ac |
acres | 0.405 | hectares | ha |
mi2 |
square miles | 2.59 | square kilometers | km2 |
VOLUME |
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fl oz |
fluid ounces | 29.57 | milliliters | mL |
gal |
gallons | 3.785 | liters | L |
ft3 |
cubic feet | 0.028 | cubic meters | m3 |
yd3 |
cubic yards | 0.765 | cubic meters | m3 |
NOTE: volumes greater than 1000 L shall be shown in m3 |
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MASS |
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oz |
ounces | 28.35 | grams | g |
lb |
pounds | 0.454 | kilograms | kg |
T |
short tons (2000 lb) | 0.907 | megagrams (or "metric ton") | Mg (or "t") |
TEMPERATURE (exact degrees) | ||||
oF |
Fahrenheit |
5 (F-32)/9 |
Celsius | oC |
ILLUMINATION |
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fc |
foot-candles | 10.76 | lux | lx |
fl |
foot-Lamberts | 3.426 | candela/m2 | cd/m2 |
FORCE and PRESSURE or STRESS |
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lbf |
poundforce | 4.45 | newtons | N |
lbf/in2 |
poundforce per square inch | 6.89 | kilopascals | kPa |
APPROXIMATE CONVERSIONS FROM SI UNITS | ||||
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SYMBOL | WHEN YOU KNOW | MULTIPLY BY | TO FIND | SYMBOL |
LENGTH |
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mm |
millimeters |
0.039 |
inches | in |
m |
meters |
3.28 |
feet | ft |
m |
meters |
1.09 |
yards | yd |
km |
kilometers |
0.621 |
miles | mi |
AREA |
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mm2 |
square millimeters |
0.0016 |
square inches | in2 |
m2 |
square meters |
10.764 |
square feet | ft2 |
m2 |
square meters |
1.195 |
square yards | yd2 |
ha |
hectares |
2.47 |
acres | ac |
km2 |
square kilometers |
0.386 |
square miles | mi2 |
VOLUME |
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mL |
milliliters |
0.034 |
fluid ounces | fl oz |
L |
liters |
0.264 |
gallons | gal |
m3 |
cubic meters |
35.314 |
cubic feet | ft3 |
m3 |
cubic meters |
1.307 |
cubic yards | yd3 |
MASS |
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g |
grams |
0.035 |
ounces | oz |
kg |
kilograms |
2.202 |
pounds | lb |
Mg (or "t") |
megagrams (or "metric ton") |
1.103 |
short tons (2000 lb) | T |
TEMPERATURE (exact degrees) |
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oC |
Celsius | 1.8C+32 | Fahrenheit | oF |
ILLUMINATION |
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lx |
lux |
0.0929 |
foot-candles | fc |
cd/m2 |
candela/m2 |
0.2919 |
foot-Lamberts | fl |
FORCE and PRESSURE or STRESS |
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N |
newtons | 0.225 | poundforce | lbf |
kPa |
kilopascals |
0.145 |
poundforce per square inch | lbf/in2 |
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