Abstract:
Traffic congestion has now become a very serious problem particularly in metropolitan
Dhaka, the capital of Bangladesh. Because of the rapid socio-economic changes and
increase in population, the city expanded dynamically without any planning and control.
Such rapid and uncontrolled developments have created an unacceptable level of disparity
in the transportation demand and supply scenario, which resulted in traffic congestion and
environmental degradation through air pollution. To reach at an equilibrium level
between the demand and the supply, it is required to implement traffic engineering and
transport planning measures on the basis of scientific studies.
Considering the grievousness of the situation, concerned authorities like Bangladesh
Road Transport Authority (BRTA), Dhaka Metropolitan Police (DMP), Dhaka Transport
Coordination Board (DTCB) and Bangladesh Road Transport Corporation (BRTC) have
taken several measures for its improvements. But these were implemented in ad-hoc and
disintegrated way thereby failing to achieve the desired result. In fact to tackle the
problems of increasing traffic congestion and resulting air pollution, quantitative analyses
of the situations are deemed necessary and the plans should be designed on the basis of
the results of analyses.
This study is devoted to analyze present and future traffic congestion and resulting air
pollution in Dhaka city. In the study, a few immediately feasible alternative planning
options are considered for evaluation which include elimination of rickshaw and autorickshaw,
improvement of road network, improvement of bus transit and introduction of
rail transit system in Dhaka city. In this regard a transportation model, named as 'Dhaka
Urban Transportation Model' (DUTM) has been developed and calibrated for the study
area. The area included in this study comprises 154 km1 of central urban portion of Dhaka
city, which is the area under jurisdiction of Dhaka City Corporation. This area includes 90
wards of Dhaka city Corporation with population of around six million and 350 kilometer
roadway of the city. DUTM is used to simulate the peak period hourly traffic volume on
roadway links within the study area. In this study, traffic congestion is evaluated by using
four types of congestion indices and air pollution is evaluated by emission rates of SO"
NOx and CO in ton per hour. The congestion indices used in this study are Roadway
Congestion Index (RCI), Volume Capacity Index (VCI), Travel Rate Index (TRI) and
Congestion Severity Index (CSI). For the present year of 2002, it is found that peak period total travel demand is 1.3 million
vehicle-km and 59.5 thousand vehicle-hours. These demands increase exponentially with
the increase in city population. At present 24% of total roadway length of the network
carries peak period traffic with average speed less than 5 kilometer per hour, 62% of total
roadway length carries peak period traffic with volume-capacity ratio greater than 1.25,
the total travel demand exceed the total network capacity by 250 percent and 227 hours
delay occurs per 1000 kilometer travel. The emissions of SOx, NOx and CO are 0.3 ton
per hour, 0.8 ton per hour and 13.5 ton per hour respectively.
The analyses have been extended up to the planning period of 2020 for business as usual
case, called the baseline analysis, as well as for the alternative options. In the baseline
analysis, it is found that the percentage of roadway length with peak period traffic having
average speed less than 5 kilometer per hour will increase to 42.5% in 2010 and to 58% in
2020. The total travel demand will exceed the total network capacity by 343 percent in
2010 and by 460 percent in 2020. The delay per 1000 kilometer travel will increase to
937 and 3575 hours in 2010 and 2020 respectively. The emission of SOx, NOx and CO
will increase to 1.3,4.1 and 62 ton per hour in 2020 respectively.
The evaluations of planning options imply that elimination of rickshaw reduces traffic
congestion by more than 50 percent and reduces delay by more than 90 percent. It also
reduces emission of SOx, NOx and CO by more than 50 percent in the long run. The
effect of the elimination of auto-rickshaw on traffic congestion is not significant, but it
reduces emission of SOx and CO by more than 20 percent. Although the elimination of
rickshaw and auto-rickshaw will result in considerable reduction in both traffic
congestion and air pollution, in order to sustain the level of mobility, it is required to
increase the number and quality of buses substantially. In connection with the
improvement of the bus service, the study suggests that the improvement of the speed will
be the most beneficial. In the study, it is observed that the significant increase in network
traffic flow can be achieved through minor improvements at a few bottleneck points in
the road network of the city. The feasibility of introducing rail transit using the existing
surface rail lines of the Dhaka city is also examined in this study. The result implies that a
system of rail network will be required in order to make it a feasible alternative. The
results also suggest that the rail transit system will require suitable access modes to
extract the optimum benefit.