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Study of Basic Traffic Elements for Pedestrians Movement and their Impacted on Level of Service Efficiency in Urban Area

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Walking is become a traditional mode of movement between places in many situations, irrespective of cities and countries. People walk with different purposes and activities. This calls for conducting the necessary studies and improvements for walking and crossing areas. The study aims to achieve several goals such as evaluate the impact of pedestrian characteristics, traffic flow in addition to walking speed on the efficiency of pedestrian level of service (LOS) with the aided of statistical and traffic models to show the extended impact of variables and their effect on the efficiency of pedestrian traffic flow. To that purpose, the study chose Muhrmat Shat Al- Hilla Street within the urban area of Hilla city. Data collected for pedestrian walking and crossing according to field survey in order to estimate flow, average speed, density and spacing. The proposals adopted by the study, which were built on the basis of a traffic study and use of the simulation program (PTV VISSIM), scientific analysis using method with design of the crossing areas and sidewalks according to the specifecations as a result to an increase in the level of service for the sidewalks and crossing areas of the LOS (from F to C). Based on the statistical analysis using the (SPSS) software program, as well as studying the relationships between traffic volumes, speed and density of pedestrians.the linear equation reflected the relationship between speed and density. While the second order equation reflected the relationship between traffic volumes and pedestrian speed based on the outputs of the values of the correlation coefficient (R), (Adj. R2) and (SE). The study suggested a comprehensive transportation for pedestrian flow charactristic in Hilla city includes pedestrians environmental within roadways and intersections as a networks to design an appropriate modern environment and safe crossing facilities to reduce traffic accidents that result in death, injury or disability.
Słowa kluczowe
Rocznik
Strony
322--328
Opis fizyczny
Bibliogr. 17 poz., rys., tab.
Twórcy
  • Civil Engineering Department, College of Engineering, University of Babylon, Hilla, Iraq
  • Civil Engineering Department, College of Engineering, University of Babylon, Hilla, Iraq
Bibliografia
  • 1. Council, N.R. 2010. Transportation research board. Highway Capacity Manual (HCM). Washington, DC, Transp. Res. Board Natl. Acad., 1, 4.
  • 2. Officials, T. 2011. A policy on geometric design of highways and streets. AASHTO, 2011.
  • 3. Habtemichael, F.G., de Picado-Santos, L. 2013. The impact of high-risk drivers and benefits of limiting their driving degree of freedom. Accid. Anal. Prev., 60, 305–315.
  • 4. Tarkowski, S., Nieoczym, A., Caban, J., Gardyński, L., Vrábel, J. 2019. Reconstruction of road accident using video recording. In: MATEC Web of Conferences. EDP Sciences, 252, 05023.
  • 5. Banerjee, A., Maurya, A.K., Lämmel, G. 2018. Pedestrian flow characteristics and level of service on dissimilar facilities: A critical review. Collect. Dyn., 3, A17, 1–52.
  • 6. Polus, A. Schofer, J.L., Ushpiz, A. 1983. Pedestrian flow and level of service. J. Transp. Eng., 109(1), 46–56.
  • 7. Mōri, M., Tsukaguchi, H. 1987. A new method for evaluation of level of service in pedestrian facilities. Transp. Res. Part A Gen., 21(3), 223–234.
  • 8. Miller, J.S. Bigelow, J.A., Garber. N.J. 2000. Calibrating pedestrian level-of-service metrics with 3-D visualization. Transp. Res. Rec., 1705(1), 9–15.
  • 9. Kadali, B.R., Vedagiri, P. 2015. Evaluation of pedestrian crosswalk level of service (LOS) in perspective of type of land-use. Transp. Res. part A policy Pract., 73, 113–124.
  • 10. Nagraj, R., Vedagiri, P. 2013. Modeling pedestrian delay and level of service at signalized intersection crosswalks under mixed traffic conditions. Transp. Res. Rec., 2394(1), 70–76.
  • 11. Vasconcelos, L., Neto, L., Seco, Á.M., Silva, A.B. 2014. Validation of the surrogate safety assessment model for assessment of intersection safety. Transp. Res. Rec., 2432(1), 1–9.
  • 12. Cunto, F., Saccomanno, F.F. 2008. Calibration and validation of simulated vehicle safety performance at signalized intersections. Accid. Anal. Prev., 40(3), 1171–1179.
  • 13. Ghanim, M.S., Shaaban, K. 2019. A case study for surrogate safety assessment model in predicting real-life conflicts. Arab. J. Sci. Eng., 44, 4225–4231.
  • 14. Atamo, M.A. 2012. Safety assessment of freeway merging and diverging influence areas based on conflict analysis of simulated traffic, 73, 8.
  • 15. Zaranka, J., Matijosius, J., Radvilaite, U., Caban, J., Dudziak, A. 2023. Establishing emergency sections on land roads in order to improve the quality of transport services, creating comfortable conditions for international and local traffic. Advances in Science and Technology Research Journal, 17(1), 75–85.
  • 16. Benzaman, B., Ward, N.J., Schell, W.J. 2022. The influence of inferred traffic safety culture on traffic safety performance in US States (1994–2014). Journal of safety research, 80, 311–319.
  • 17. Fabianova, J., Michalik, P., Janekova, J., Fabian, M. 2020. Design and evaluation of a new intersection model to minimize congestions using VISSIM software. Open Engineering, 10(1), 48–56.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3c9359bd-4bec-42ce-84c2-d0b9d4a2c369
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