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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072
© 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 62
Review Paper on Study on Traffic Congestion in National
Highways
Rahid Rashid Thoker1, Dr. Rakesh Gupta2, Er. Neeraj Kumar3
1M.Tech Scholar Civil Engineering Department, SRMIET Khora Bhura, Ambala
2Professor and Director, Civil Engineering Department, SRMIET Khora Bhura, Ambala
3Assistant Professor, Civil Engineering Department, SRMIET Khora Bhura, Ambala
------------------------------------------------------------------------------***---------------------------------------------------------------------------------
Abstract - In today climatic changes, lack of stable ground
for development of infrastructuresisverycommon.Infactof
this, construction of buildings on unsuitable ground is
unavoidable and making a suitable ground before
constructions is real difficult issue for Geotechnical
Engineers. To overcome the difficulties experienced with
problematic soil in geotechnical applicationsononesideand
safe disposal of solid wastes on the other side, an attempt is
made in this investigation to explore the possibilities of
utilizing wastes to improve the engineering behavior of
problematic soil. In this, in this present investigation the
type of waste namely Rice Husk Ash for stabilization is
selected to study the effects of same on the properties of
problematic soil.
Key Words: Rice husk, Alluvial soil, clayey soil
1. INTRODUCTION
Road became important means of transportation during the
reign of Roman Empire. At that time man, animal, chariot
was used as major carrier in road transportation. But the
invention of the motor vehicle meant that roads were no
longer meant for pedestrian, chariot and animal.Thisleadto
the construction and improvements of roads.
Cities and traffic have developed hand-in-hand since the
earliest largehumansettlements.Rapidindustrializationand
the consequent urbanization is taking place since last few
decades in all over the world, India is no exception.
Transport demand in most Indian cities has increased
substantially due to increase in populationasa resultofboth
natural and migration from rural areas and small towns.
Availability of motorized transport has also increased. But
the demand and the constructionof newhighwaycapacityto
accommodate this growth has not kept pace leading to
congestion. There is no single, broadly accepteddefinitionof
traffic congestion. One of the principal reasons for this lack
of consensus is that congestion is both:
I. A physical phenomenon relating to the manner in
which vehicles impede each other’s progression as
demand for limited road space approaches full
capacity.
II. A relative phenomenon relating to user
expectations vis-à-vis road system performance.
Both operational and user perspectives are important in
understanding congestionanditsimpacts.Trafficcongestion
is a condition on transport networks that occurs as use
increases and is characterized by slower speeds, longer trip
times and increased vehicularqueuing. Whentrafficdemand
is great enough that the interaction between vehicles slows
the speed of the traffic stream this results in some
congestion. Congestion is a possibility for any mode of
transportation. As demand approachesthecapacityofa road
or of the intersection along the road, extreme traffic
congestion sets in. When vehicles are fully stopped for
periods of time, this is colloquially known as traffic jam or
traffic snarl-up.
Most of us at some point in our lives have hadthemisfortune
of experiencing the effect of a congested roadway. For a
majority of commuters, traffic congestion has become
something that they endure on a regular basis during their
morning and evening commutes. However, aside from the
frustration andaggravation ofcreepingthroughslowmoving
traffic, congested roadways exert both private costs in
wasted time and fuel and social costs in the from increased
travel times for all commuters as well as the release of
pollutants and greenhouse gas emissions into the air.
Traffic in developing countries like India, is however very
different in its form and characteristics. Two-wheeler
motorbikes, three-wheeler auto-rickshaws, four-wheeler
cars and heavy vehicles likes buses and trucks ply together
on the same road intermingled with each other without any
lane discipline. Such non-lane based disorderly traffic with
high heterogeneity of vehicles cause traffic congestion.
Traffic congestion may be of two types:
I. Recurrent Congestion: This congestion generally
occurs at the same place, at the same time every
weekday or weekend day. This is generally the
consequence of factors that act regularly or
periodically on the transportation system such as
daily commuting or weekend trips. Recurrent
congestion is predictable and typically occurs
during peak hours. It displays a large degree of
randomness in terms of duration and severity.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072
© 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 63
II. Non-Recurrent Congestion: Thiscongestionisthe
effect of unexpected, unplanned large events like
road works, accidents, special events and so on that
effect transportation system moreorlessrandomly.
This type of congestion cannot be predicted easily.
2. LITERATURE REVIEW
Measuring congestion is a necessary step in order to deliver
better congestion outcomes. The purpose of this literature
review is to understand what researchersknowabouttraffic
congestion. Below is the list of some researches that were
helpful in this study:
Lighthill and Whitham (1955) introduced the continuum
model LWR model based on fluid dynamics,whichbuildsthe
continuous function between traffic density and speed to
capture the characteristics such as traffic congestion
formation.
Dewees (1978) used a simulation program to estimate the
external time costs that an additional vehicle using a
congested city street imposes on other motorists on that
street. This study demonstrated the usefulness of a traffic
simulation program for estimating congestion costs.
Meyer and Gomez-Ibanez (1981) stated that the travel
demand for public transport is highly concentrated on
morning and evening peak hours.
Lindley (1987) developed the congestion severity index
(CSI) originally to measure freeway congestion in terms of
total delay (vehicle-hours) per million vehiclemilesoftravel
(VMT).
Lindsey, C. Robin Verhoef, and Erik T., (1999) discussed
the principles of static anddynamic equilibrium on a road
network in a deterministic environment, and thenidentifies
equilibrium concepts that account for stochasticity in
demand andcapacity. Finally,conceptual andpractical issues
regarding congestionpricing and investment on a network
will be addressed.
3. Traffic Congestion Causes:
I. Too many cars for roadway due to inadequate mass
transport system.
II. Obstacles in the road causing a blockage like double
parking, road work, an accident etc.
III. Malfunctioned traffic signals.
IV. Too many pedestrian crossings not permitting carsto
turn.
V. Overdevelopment in areas where the mass transport
system is already overcrowded.
VI. Inadequate road system.
4. Traffic Congestion Effects:
i. Loss of valuable time due to unexpected traffic.
ii. Increase in travel time.
iii. More consumption of fuel thereby causing fuel loss.
iv. One of the most harmful effects of traffic congestionis
its impact on environment.
v. Drivers who become impatient may be more likely to
drive aggressively and dangerouslycausingaccidents.
vi. Negative impact on people’s psychological state,
which may affect productivity at work and personal
relationships.
vii. Increase in vehicle maintenance cost due to wear and
tear on mechanical components of vehicle.
viii. Decrease in road surface lifetime.
The summation of all these effects yields a considerable loss
for the society and the economy of an urban area. The overall
effects of traffic congestion can be broadly be categorized
under; Health effects, Environmental effects and Economy
effect. Roads serve the important function of carrying people
and goods around the city. These are like blood vessels
circulating nutrients to feed our body. If we do nothing to
contain congestion, it will continue to erodetheenvironment,
sustainability, quality of life and competitiveness of our city.
5. References
1. Lighthill and Whitham, "On Kinematic waves-II A theory of
traffic flow on long crowded road", Proceedings of the Royal
Society, May, 1955.
2. Dewees, "Simulations of traffic congestion in Toronto",
Transportation Research, 12(3), 153-161, June 1978.
3. Meyer and Gomez-Ibanez, "Autos Transit and cities",
Transportation Research Board United States, 1981.
4. V. Lindley, "The probability approach to the treatment of
uncertainity in artificial intelligence and expert systems",
Statical science, volume 2, number 1, 17-24, 1987.
5. Lindsey, C. Robin Verhoef, Erik T., "Conjestion Modelling"
Volume 91, issue 3, pp 1-16 (1999).

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IRJET- Review Paper on Study on Traffic Congestion in National Highways

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 62 Review Paper on Study on Traffic Congestion in National Highways Rahid Rashid Thoker1, Dr. Rakesh Gupta2, Er. Neeraj Kumar3 1M.Tech Scholar Civil Engineering Department, SRMIET Khora Bhura, Ambala 2Professor and Director, Civil Engineering Department, SRMIET Khora Bhura, Ambala 3Assistant Professor, Civil Engineering Department, SRMIET Khora Bhura, Ambala ------------------------------------------------------------------------------***--------------------------------------------------------------------------------- Abstract - In today climatic changes, lack of stable ground for development of infrastructuresisverycommon.Infactof this, construction of buildings on unsuitable ground is unavoidable and making a suitable ground before constructions is real difficult issue for Geotechnical Engineers. To overcome the difficulties experienced with problematic soil in geotechnical applicationsononesideand safe disposal of solid wastes on the other side, an attempt is made in this investigation to explore the possibilities of utilizing wastes to improve the engineering behavior of problematic soil. In this, in this present investigation the type of waste namely Rice Husk Ash for stabilization is selected to study the effects of same on the properties of problematic soil. Key Words: Rice husk, Alluvial soil, clayey soil 1. INTRODUCTION Road became important means of transportation during the reign of Roman Empire. At that time man, animal, chariot was used as major carrier in road transportation. But the invention of the motor vehicle meant that roads were no longer meant for pedestrian, chariot and animal.Thisleadto the construction and improvements of roads. Cities and traffic have developed hand-in-hand since the earliest largehumansettlements.Rapidindustrializationand the consequent urbanization is taking place since last few decades in all over the world, India is no exception. Transport demand in most Indian cities has increased substantially due to increase in populationasa resultofboth natural and migration from rural areas and small towns. Availability of motorized transport has also increased. But the demand and the constructionof newhighwaycapacityto accommodate this growth has not kept pace leading to congestion. There is no single, broadly accepteddefinitionof traffic congestion. One of the principal reasons for this lack of consensus is that congestion is both: I. A physical phenomenon relating to the manner in which vehicles impede each other’s progression as demand for limited road space approaches full capacity. II. A relative phenomenon relating to user expectations vis-à-vis road system performance. Both operational and user perspectives are important in understanding congestionanditsimpacts.Trafficcongestion is a condition on transport networks that occurs as use increases and is characterized by slower speeds, longer trip times and increased vehicularqueuing. Whentrafficdemand is great enough that the interaction between vehicles slows the speed of the traffic stream this results in some congestion. Congestion is a possibility for any mode of transportation. As demand approachesthecapacityofa road or of the intersection along the road, extreme traffic congestion sets in. When vehicles are fully stopped for periods of time, this is colloquially known as traffic jam or traffic snarl-up. Most of us at some point in our lives have hadthemisfortune of experiencing the effect of a congested roadway. For a majority of commuters, traffic congestion has become something that they endure on a regular basis during their morning and evening commutes. However, aside from the frustration andaggravation ofcreepingthroughslowmoving traffic, congested roadways exert both private costs in wasted time and fuel and social costs in the from increased travel times for all commuters as well as the release of pollutants and greenhouse gas emissions into the air. Traffic in developing countries like India, is however very different in its form and characteristics. Two-wheeler motorbikes, three-wheeler auto-rickshaws, four-wheeler cars and heavy vehicles likes buses and trucks ply together on the same road intermingled with each other without any lane discipline. Such non-lane based disorderly traffic with high heterogeneity of vehicles cause traffic congestion. Traffic congestion may be of two types: I. Recurrent Congestion: This congestion generally occurs at the same place, at the same time every weekday or weekend day. This is generally the consequence of factors that act regularly or periodically on the transportation system such as daily commuting or weekend trips. Recurrent congestion is predictable and typically occurs during peak hours. It displays a large degree of randomness in terms of duration and severity.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072 © 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 63 II. Non-Recurrent Congestion: Thiscongestionisthe effect of unexpected, unplanned large events like road works, accidents, special events and so on that effect transportation system moreorlessrandomly. This type of congestion cannot be predicted easily. 2. LITERATURE REVIEW Measuring congestion is a necessary step in order to deliver better congestion outcomes. The purpose of this literature review is to understand what researchersknowabouttraffic congestion. Below is the list of some researches that were helpful in this study: Lighthill and Whitham (1955) introduced the continuum model LWR model based on fluid dynamics,whichbuildsthe continuous function between traffic density and speed to capture the characteristics such as traffic congestion formation. Dewees (1978) used a simulation program to estimate the external time costs that an additional vehicle using a congested city street imposes on other motorists on that street. This study demonstrated the usefulness of a traffic simulation program for estimating congestion costs. Meyer and Gomez-Ibanez (1981) stated that the travel demand for public transport is highly concentrated on morning and evening peak hours. Lindley (1987) developed the congestion severity index (CSI) originally to measure freeway congestion in terms of total delay (vehicle-hours) per million vehiclemilesoftravel (VMT). Lindsey, C. Robin Verhoef, and Erik T., (1999) discussed the principles of static anddynamic equilibrium on a road network in a deterministic environment, and thenidentifies equilibrium concepts that account for stochasticity in demand andcapacity. Finally,conceptual andpractical issues regarding congestionpricing and investment on a network will be addressed. 3. Traffic Congestion Causes: I. Too many cars for roadway due to inadequate mass transport system. II. Obstacles in the road causing a blockage like double parking, road work, an accident etc. III. Malfunctioned traffic signals. IV. Too many pedestrian crossings not permitting carsto turn. V. Overdevelopment in areas where the mass transport system is already overcrowded. VI. Inadequate road system. 4. Traffic Congestion Effects: i. Loss of valuable time due to unexpected traffic. ii. Increase in travel time. iii. More consumption of fuel thereby causing fuel loss. iv. One of the most harmful effects of traffic congestionis its impact on environment. v. Drivers who become impatient may be more likely to drive aggressively and dangerouslycausingaccidents. vi. Negative impact on people’s psychological state, which may affect productivity at work and personal relationships. vii. Increase in vehicle maintenance cost due to wear and tear on mechanical components of vehicle. viii. Decrease in road surface lifetime. The summation of all these effects yields a considerable loss for the society and the economy of an urban area. The overall effects of traffic congestion can be broadly be categorized under; Health effects, Environmental effects and Economy effect. Roads serve the important function of carrying people and goods around the city. These are like blood vessels circulating nutrients to feed our body. If we do nothing to contain congestion, it will continue to erodetheenvironment, sustainability, quality of life and competitiveness of our city. 5. References 1. Lighthill and Whitham, "On Kinematic waves-II A theory of traffic flow on long crowded road", Proceedings of the Royal Society, May, 1955. 2. Dewees, "Simulations of traffic congestion in Toronto", Transportation Research, 12(3), 153-161, June 1978. 3. Meyer and Gomez-Ibanez, "Autos Transit and cities", Transportation Research Board United States, 1981. 4. V. Lindley, "The probability approach to the treatment of uncertainity in artificial intelligence and expert systems", Statical science, volume 2, number 1, 17-24, 1987. 5. Lindsey, C. Robin Verhoef, Erik T., "Conjestion Modelling" Volume 91, issue 3, pp 1-16 (1999).