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| A CRRI Study on Losses of Petroleum Products at Traffic Intersections
due to idling of vehicles at Delhi Sponsored by PCRA |
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| 1. Introduction |
| Transport performs a key role in achieving fast economic growth.
Road Transport is the dominant consumer of the petroleum products.
The usage is high due to the alarming increase in travel demand
and growth of vehicles. The vehicle owners have to overcome
congestion and delay on roads. There is considerable loss of
fuel due to idling of vehicles at the traffic intersections
which results in increase of operating cost and wastage of precious
fuel. |
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| 2. Objective of the study |
| To estimate the total fuel loss per day due to idling of vehicles
at traffic intersections in Delhi and to recommend remedial
measures for conserving fuel at intersections. |
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| 3. Methodology Adopted |
| 3.1 Ten types of vehicles along with their idling fuel consumption
adopted for this study is as given below: |
| 1. |
Ambassador Car |
0.78* |
- |
| 2. |
Premier Padmini Car |
0.49 |
- |
| 3. |
Maruti (800) |
0.45 |
- |
| 4. |
Three Wheeler (Bajaj) |
0.42 |
- |
| 5. |
Two Wheeler (Super) |
0.34 |
- |
| 6. |
Diesel Jeep |
- |
0.74* |
| 7. |
LCV & Mini Bus |
- |
0.69 |
| 8. |
Bus (Tata UGA-120, 692-DI) |
- |
0.86 |
| 9. |
Ashok Leyland Truck (Commet) |
- |
0.88 |
| 10. |
Tata Truck (1210 SE) |
- |
0.92* |
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| *Adopted from Road User Cost Study in India-CRRI, 1982. Others
are based on study by Indian Institute of Petroleum, Dehradun
- 1996.
3.2 Total signalized traffic intersections in Delhi i.e.
466 Nos. were listed. These intersections were classified
into three categories based on the traffic volume as follows: |
| No. of high volume Intersections |
183 |
More than 1.00 |
| No. of medium volume Intersections |
250 |
0.6 to 1.00 |
| No. of low volume Intersections |
33 |
Less than 0.6 |
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| 4. Field Experiments |
To arrive at the volume and compositions of traffic approaching
the signalized intersection from each arm and measure the
delays to these vehicles at the intersection, field studies
were organized from 6.00 am to 10.00 pm These field studies
were repeated for three working days of the week. |
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4.1 Selection of Survey Points: Nine signalized intersections
were identified on arterial roads of Delhi. The intersections
were identified on the basis of available records of traffic
volume, projected traffic and carriageway widths of the intersections
roads. The names of these intersections are given below: |
| 1. |
Ashram Intersection |
High volume Intersection |
| 2. |
Delhi Gate Intersection |
High volume Intersection |
| 3. |
Punjabi Bagh Intersection |
High volume Intersection |
| 4. |
Zakir Hussain Intersection |
Medium volume Intersection |
| 5. |
Lajwanti Intersection |
Medium volume Intersection |
| 6. |
Madhuban Chowk Intersection |
Medium volume Intersection |
| 7. |
Siri Fort Intersection |
Low volume Intersection |
| 8. |
Escorts Heart Centre Intersection |
Low volume Intersection |
| 9. |
Preet Vihar Intersection |
Low volume Intersection |
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4.2 Traffic Volume Counts: Classified traffic volume counts
by direction for each arm and each phase were recorded by
a set of trained enumerators on specially designed proforma
from 6.00 am to 1.00 pm at all the nine intersections. This
survey was repeated for three working days per intersection
for eliminating the daily variation. Free left turning vehicles
were not included in the study as they were not subjected
to delays. Data was collected for each traffic movement sequentially
as per signal phases at each of the selected intersection.
4.3 Measurement of Delay: This study was conducted along
with the traffic volume survey, with the help of a test car
operating at normal safe speed of the stream. Efforts were
made to record the idling time (stopped time of the test vehicle)
with the help of electronic stop watch for each direction
of traffic movement during different periods of the day from
6.00 am to 10.00 am in the following periods: |
| Morning Off-Peak |
6.00 am to 8.00 am |
| Morning Peak |
8.00 am to 12.00 noon |
| Morning Off-Peak |
12.00 noon to 4.00 pm |
| Evening Peak |
4.00 pm to 8.00 pm |
| Evening Off-Peak |
8.00 pm to 10.00 pm |
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4.4 Video Recording: Video recording of traffic movements
was done at each of the selected intersections for a total
period of 3 hours, comprising of one hour for each time periods
representing morning peak, off peak between two peaks and
evening peak. The video camera was positioned at vantage points
at five of the nine intersections. Due to the absence or non-availability
of vantage points, video camera was placed at appropriately
suited corner of the intersection for the remaining four intersections
to record the traffic movements. |
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| 5. Data Analysis |
| The flow chart adopted for the data processing is presented
in Figure 1, page 5.
5.1 Average Daily Traffic: Classified traffic volume counts
made during green periods of the signal cycle time have been
verified with the help of video recording made at all the
nine intersections. The counts for all the traffic directions,
(except for free left turns –not subjected to traffic
delays) were summed up to arrive at the classified traffic
volume.
On the basis of the previous studies made by CRRI and others,
the relationship between 16 hrs. counts and 24 hrs. Counts
was established and the same was employed to determine the
night traffic between 10.00 pm to 6.00 am. Average hourly
classified traffic for each intersection is determined by
taking the average of corresponding hourly traffic over three
days for which counts were made. Based on the average hourly
volumes, Average Daily Traffic (ADT) is estimated for each
intersection.
5.2 Estimation of Delays to vehicles: Delays of vehicles
during different hours of the day were calculated by multiplying
the classified traffic flow with the corresponding delay measured
by the experimental vehicle for three days and average out
for the estimation of average hourly classified vehicle delays
for the average of three days.
5.3 Average Idling fuel consumption: With the help of idling
fuel consumption figures for each vehicle the hourly average
fuel losses (separately for petrol and diesel) have been estimated
for each category of intersection.
5.4 Estimated fuel and monetary losses per day in Delhi |
| High vol. |
958 |
175347 |
319 |
58370 |
| Medium vol. |
536 |
134018 |
168 |
41923 |
| Low vol. |
366 |
12067 |
61 |
1019 |
| Total |
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321432 |
|
101312 |
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| It can be seen that in Delhi, with over 466 signalized intersections,
3,21,432 litres of Petrol and 1,01,312 litres of Diesel are
being burnt every day due to the idling of vehicles. Converting
these figures into monetary terms the total losses, at the 1996
prevailing price of fuel, works out to be Rs. 82.00 lakhs per
day for Delhi. E. RS 245.00 crores per annum.
Figure 2a, 2b & 2c represents loss of fuel (lts/day)
at high intensity, medium intensity and low intensity intersections
in Delhi.
Figure 4a & 4b represent loss of Petrol & Diesel
due to idling of vehicles at all intersections in Delhi. |
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| 6. Remedies to reduce Delays |
Due to time sharing nature of the traffic control devices
at the intersections there are bound to be delays. The following
remedial measures have been suggested to reduce/minimize vehicular
delays and consequently avoiding expected loss of precious
petroleum products due to idling to the vehicles to some extent. |
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6.1 Traffic Engineering/Management Measures
- Installation of vehicle actuated traffic signals.
- Provision of flyovers and grade separated interchanges
at the high volume and priority intersections.
- Optimization of signal cycle timings.
- Co-ordination of synchronization of traffic signals on
important routes (using Area Traffic Control systems).
- Provision of adequate road geometrics.
- Differential cycle timings for different periods (peak
and non-peak).
- Adequate provisions for free left turns.
- Minimization of the use of private vehicles and more and
more use of mass transport.
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| 6.2 Traffic Enforcement Measures
At intersections, lack of discipline either by the vehicle
or by the pedestrians can cause and increase the delays resulting
in loss of fuel. Therefore, stricter enforcement in terms
of lane discipline, STOP line violations or the jumping of
red lights etc. need to be controlled.
6.3 Traffic Education Measures
Public participation is very important towards the minimization
of the loss of fuel. More and more efforts need to be made
in this direction in educating the road users for observance
of traffic rules eg. parking of vehicles and lane discipline
etc. |
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| 7. Action taken by PCRA based on the study |
Based on the studies, the Vice Chairman, PCRA/Addl. Secretary,
MOP&NG had advised to the State Authorities, the need
for adopting the recommendations of the study on priority
in their respective states. To facilitate expeditious action,
Chief Secretaries and Secretary transport of the State Governments
had been requested to review the above suggestion and take
up with CPWD/Municipal Corporation and Traffic Police for
initiating suitable action to implement the recommendations.
As a result of follow ups at Delhi, the Lt. Governor has
ordered the setting up of a special task force called Traffic
Management Task Force (TMTF), to plan better traffic management
and coordinate the work of various agencies involved. The
high powered panel, will formulate the policy on vehicular
movement in Delhi and oversee its implementation. The TMTF
is headed by Lt. Governor and has Police Commissioner, Members
from Govt. & NGOs. School of Planning and Architecture,
Automobile Association, CRRI, Transport Secretary, MCD Commissioner,
DTC, DESU etc.
Chairman, EC, PCRA had advised the Oil companies to come
forward for forward for sponsoring projects for improving
the Traffic Management scenario thereby serving the cause
of oil conservation and reducing environment pollution.
A decision was taken that the Oil companies will sponsor
at least one stretch of road for synchronized signal systems
with the company-wise targets as given below: |
| IOC |
Delhi & Chennai |
| BPC |
Mumbai |
| HPC |
Bangalore |
| IBP |
Calcutta |
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