Abstract

In the early nineties of the last century, the transportation system in Gaza Strip was born and new infrastructure projects, especially road networks, were constructed. However, the construction lacked efficient application of a transportation planning process. Transportation planning relies on traffic demand forecasting process. The conventional process is impeded by extensive amount of socioeconomic data. One of the most widely-used models which mitigate this problem is the TransCAD Model. This model is rarely used in Gaza Strip for traffic demand forecasting, and most of the practices depend mainly on a constant growth rate of traffic. Therefore, the main objective of this research is to apply this model in Gaza City for traffic estimation. This model estimates the origin-destination matrix based on traffic count. The traffic count was carried out at 36 intersections distributed around Gaza City. The results of traffic flow estimation obtained from TransCAD are assigned to the Gaza maps using the GIS techniques for spatial analysis. It is shown that the most congested area at present is the middle of the city especially at Aljala-Omer Almokhtar intersection. Therefore, improvement scenarios of this area should be carried out. The results of calibration of traffic flow estimation show that the differences between the estimated and the actual flows were less than 10%. In addition, network evaluation results show that the network is expected to be more congested in 2015. This work can be used by transportation planners for testing any network improvement scenarios and for studying their network performance.

Highlights

  • Gaza Strip is situated at the southern part of the Palestinian Territories

  • According to the census conducted by the Palestinian Central Bureau of Statistics (PCBS), the total number of population of Gaza Strip at mid 2011 was 1.59 millions

  • One of the most widely-used models is the TransCAD Model [12]. This model is rarely used in Gaza Strip for traffic demand forecasting, and most of the practices depend mainly on a constant growth rate of traffic

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Summary

Introduction

Gaza Strip is situated at the southern part of the Palestinian Territories. As shown in Figure 1, it includes five governorates namely, Rafah, Khan-Younis, Middle, Gaza and North Governorates [1]. Gaza Strip transportation system is limited by small and poorly developed road network. Since 1950’s, many travel demand forecasting processes were developed, including conventional four-stage travel demand forecasting process This process begins with collection of extensive data on land use, socioeconomic, demographic, and network characteristics [5]. Trip generation determines the number of trips starting or ending at an area (zone) within a given time such as per day or per hour It is based on determining a relationship between trip making and land uses, household demographics, and other socioeconomic factors. Many models have been developed which skipped this step and started directly from step 2 They estimate the origin-destination (O-D) matrix based on traffic counts. The results will be assigned to the Gaza maps using the GIS techniques available in TransCAD for spatial analysis to be used as guidelines for transportation planner to determine the congested locations in Gaza, and to help in developing policies for congestion mitigation

Methodology
Results and Analysis
Network Building
Base Year Matrix Estimation and Model Calibration
Future O-D Matrix Estimation
Conclusions and Recommendations
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