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2-A Daily Flow Profile of Traffic in an Urban Traffic.pdf

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S. I. Oni, Charles Asenime, Emm<strong>an</strong>uel Ege, Kemi Efunshade, S.A. Oke<br />

<strong>in</strong> <strong>an</strong> urb<strong>an</strong> traffic corridor <strong>in</strong> Lagos, which is a commercial nerve centre <strong>of</strong> a<br />

develop<strong>in</strong>g country.<br />

JEL. Classification: D01;D11;H11;H41;H54;J20;J21;J24;L91;O18<br />

KEYWORDS: <strong>Traffic</strong> Count, Urb<strong>an</strong> <strong>Traffic</strong>, <strong>Traffic</strong> Corridor, <strong>Traffic</strong> Network,<br />

<strong>Traffic</strong> Congestion<br />

1. INTRODUCTION<br />

Metropolit<strong>an</strong> Lagos has been described as the sixth fastest grow<strong>in</strong>g city <strong>in</strong> the<br />

develop<strong>in</strong>g world. The city is highly populated with m<strong>an</strong>y problems such as<br />

overcrowd<strong>in</strong>g (high population density), overstretched usage <strong>of</strong> facilities (roads,<br />

schools, <strong>an</strong>d health centers), <strong>in</strong>adequate electricity supply, <strong>an</strong>d high traffic congestion.<br />

As a result <strong>of</strong> these problems m<strong>an</strong>y <strong>in</strong>habit<strong>an</strong>ts <strong>of</strong> Lagos metropolit<strong>an</strong> are const<strong>an</strong>tly<br />

relocat<strong>in</strong>g to previously un<strong>in</strong>habited locations that could guar<strong>an</strong>tee cheaper <strong>an</strong>d better<br />

hous<strong>in</strong>g as well as provide necessary facilities which are hitherto overstretched <strong>in</strong> the<br />

city. Despite the movement <strong>of</strong> people to new locations some <strong>of</strong> these problems that<br />

were avoided by stay<strong>in</strong>g away from the metropolit<strong>an</strong> start evolv<strong>in</strong>g up <strong>in</strong> the new<br />

location. The problem <strong>of</strong> traffic flow is one <strong>of</strong> these import<strong>an</strong>t challenges that need to<br />

be resolved.<br />

For the less congested Iy<strong>an</strong>a Ipaja/Ikotun area <strong>of</strong> the city, the traffic flow has been<br />

challeng<strong>in</strong>g, lead<strong>in</strong>g to m<strong>an</strong>y hours spent <strong>in</strong> traffic jams. The challenge <strong>of</strong><br />

underst<strong>an</strong>d<strong>in</strong>g this traffic situation, with a view <strong>of</strong> pr<strong>of</strong>fer<strong>in</strong>g solution is therefore<br />

tackled <strong>in</strong> the current paper. In particular, traffic counts are taken along the Iy<strong>an</strong>a<br />

Ipaja/Ikotun traffic corridor which experiences very high volume <strong>of</strong> traffic. The<br />

traffic count therefore aims at estimat<strong>in</strong>g traffic flow <strong>an</strong>d its characteristics. Thus, the<br />

study provides <strong>an</strong> <strong>in</strong>sight <strong>of</strong> the type <strong>of</strong> traffic m<strong>an</strong>agement system or tool to be<br />

employed by traffic m<strong>an</strong>agement agencies. This will ensure that traffic flows without<br />

h<strong>in</strong>dr<strong>an</strong>ce. In addition, <strong>in</strong>sights <strong>in</strong>to underst<strong>an</strong>d<strong>in</strong>g how to develop a travel dem<strong>an</strong>d<br />

m<strong>an</strong>agement system would be ga<strong>in</strong>ed.<br />

What follows is a review <strong>of</strong> literature relat<strong>in</strong>g to traffic flow <strong>in</strong> order to identify the<br />

import<strong>an</strong>t gap that the current paper fills. Yu <strong>an</strong>d Shi (2008) proposed <strong>an</strong> extended<br />

traffic flow model by <strong>in</strong>troduc<strong>in</strong>g the relative velocity <strong>of</strong> arbitrary number <strong>of</strong> cars that<br />

precede <strong>an</strong>d that follow <strong>in</strong>to the Newell-Whitham-type car-follow<strong>in</strong>g model. Gu<strong>an</strong><br />

<strong>an</strong>d He (2008) <strong>in</strong>vestigated the velocity-density relationships <strong>of</strong> urb<strong>an</strong> freeways. Hou,<br />

Xu, <strong>an</strong>d Y<strong>an</strong> (2008) applied the iterative learn<strong>in</strong>g control approach to address the<br />

traffic density control problem <strong>in</strong> a macroscopic level freeway environment with<br />

ramp meter<strong>in</strong>g. Baykal-Gursoy, Xiao, <strong>an</strong>d Ozbay (2008) modelled traffic flow<br />

<strong>in</strong>terrupted by <strong>in</strong>cidents. Zhu <strong>an</strong>d Dai (2008) simulated the soliton <strong>an</strong>d k<strong>in</strong>k-<strong>an</strong>tik<strong>in</strong>k<br />

density waves <strong>an</strong>d concluded that the maximal current <strong>of</strong> traffic-flow <strong>in</strong>creases with<br />

decreas<strong>in</strong>g <strong>of</strong> the safety dist<strong>an</strong>ce. Wu, Sun, <strong>an</strong>d Gao (2008) proposed a dynamic<br />

traffic model (DTM) for rout<strong>in</strong>g choice behaviour (RCB) <strong>in</strong> which both topology<br />

Vol.2, No.2:99-109 (Fall 2008) 100

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